1925 EDGEWATER DR. =
Conditions Associated With
FLD2003 09050
1925 EDGEWATER DR ;
Landscape 10% Interior Condition Arden Dittmer
727 - 562 -4604
06/25/2004 Per Section 3- 1202.E.1 Code requires a minimum of 10% interior green space of gross vehicular Not Met
use area or 12% of gross vehicular use area if parking spaces area greater than 110% of the
required parking. Interior islands shall be designed so that in most cases no more than 10
parking spaces are provided in a row. Interior islands shall be a minimum of 150 sq. ft., and be
8ae of green space from back of curb to back of curb.
Landscape
Arden Dittmer 727 - 562 -4604
06/24/2004 6/24/2004 (A_D) same comment..... Not Met
Plans still indicate "ALTERNATE QUANTITY ". Letter states "acknowleded" however plants are
still on plans. Plan does not meet interior 10% plantings without the alternate materials. Revise to
show what is to be installed on the site if plans are approved, alternates are not a concern to the
Code or approval of plans.
5/24/2004 (A_D) same comment.....
Plans still indicate "ALTERNATE QUANTITY ". Revise to show what is to be installed on the site if
plans are approved, alternates are not a concern to the Code or approval of plans.
2/17/2004 (A_D)
Plans still indicate "ALTERNATE QUANTITY ". Revise to show what is to be installed on the site if
plans are approved, alternates are not a concern to the Code or approval of plans.
1/8/2004 (A_D)
The plan submitted show "CODE QUANTITY" & "ALTERNATE QUANTITY ", where some of the
"alternate" material is actually required to meet Code. Revise plans to show "PLANT QUANTITY ",
or resubmit the true proposed landscaping to be installed for review with a matching list.
The total picture of all plant material is quite nice and would be approved as submitted with the
above change in the plant material list. Alternate quantity plantings will not be considered in the
landscape plan and should be removed from this application plan set.
Land Resource Condition Rick Albee 727- 562 -4741
01/22/2004 Show ALL trees and there actual canopy's on ALL plans. Not Met
01/22/2004 All of the above required prior to CDB. Not Met
02/06/2004 After receiving the inventory I was able to conduct a thorough review. Relocate the landscape Not Met
island at tree #32 to tree #31. Tree #32 is declining and should be removed.
02/06/2004 Remove one parking stall at tree #33. Not Met
02/06/2004 Revise sidewalk and pond top of bank to save tree # 7,63,73,75 -78 and 81 -85. Not Met
02/06/2004 Redirect outfall pipe away from tree # 9, the two oak trees south of # 9 and tree # 40. Not Met
02106/2004 Jack and bore sanitary line at tree # 31. A 10% reduction of the tree deficit can be achieved by Not Met
performing such tree preservation techniques.
Parks & Rec Impact Fees
Open Space and Recreation Impact Fees are due prior to issuance of building permits or final plat Not Met
(if applicable), whichever occurs first. Credit will be given for the existing 48 motel rooms. 4
motel guestrooms = 1 residential unit. 77 proposed units less credit of 12 existing = 65 net new
units. Please contact Deb Richter at 727 - 562 -4817.
Print Date: 05/03/2007
Page 1 of 2
CaseConditons
FLD2003 -09050
1925 EDGEWATER DR
CaseConditons
Print Date: 05/03/2007
Page 2 of 2
4W ii
Fire Conditions( "'`
Conditions Associated With
FLD2003 -09050
Joe Colbert
1925 EDGEWATER DR
562 -4567 xt 3548
01/13/2004 Where underground water mains and hydrants are proposed, they shall be installed, completed, Not Met
and in service prior to construction as per NFPA 241. Clearances of 71/2' ft in front of and to the
sides of the fire hydrant, with a 4' ft clearance to the rear of the hydrant are required to be
maintained.
Landscape Arden Dittmer 562 -4604
05/24/2004 5/24/2004 (A D) same comment..... Not Met
Plans still indicate "ALTERNATE QUANTITY ". Revise to show what is to be installed on the site if
plans are approved, alternates are not a concern to the Code or approval of plans.
2/17/2004 (A_D)
Plans still indicate "ALTERNATE QUANTITY ". Revise to show what is to be installed on the site if
plans are approved, alternates are not a concern to the Code or approval of plans.
1/8/2004 (A_D)
The plan submitted show "CODE QUANTITY" & "ALTERNATE QUANTITY ", where some of the
"alternate" material is actually required to meet Code. Revise plans to show "PLANT QUANTITY ",
or resubmit the true proposed landscaping to be installed for review with a matching list.
The total picture of all plant material is quite nice and would be approved as submitted with the
above change in the plant material list. Alternate quantity plantings will not be considered in the -
landscape plan and should be removed from this application plan set.
Land Resource Condition Rick Albee 562 -4741
01/22/2004 Show ALL trees and there actual canopy's on ALL plans. Not Met
01/22/2004 All of the above required prior to CDB. Not Met
01/22/2004 Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape Not Met
architect or other specialist in the field of arboriculture. This plan must show how the proposed
building, parking, stormwater and utilities impact the critical root zones (drip lines) and how you
propose to address these impacts ie; crown elevating, root pruning and /or root aeration systems.
Other data required on this plan must show actual tree barricade limits (2/3 of the drip line and /or
in the root prune lines if required), and the tree barricade detail. And any other pertinent
information relating to tree preservation. Provide prior to building permit.
02/06/2004 After receiving the inventory I was able to conduct a thorough review. Relocate the landscape Not Met
island at tree #32 ti thr tree #31.
02/06/2004 Remove one parking stall at tree #33. Not Met
02/06/2004 Revise sidewalk and pond top of bank to save tree # 7,63,73,75 -78 and 81 -85. Not Met
02%06/2004 Redirect outfall pipe away from tree # 9, the two oak trees south of # 9 and tree # 40. Not Met
02/06/2004 Jack and bore sanitary line at tree # 31. A 10% reduction of the tree deficit can be achieved by Not Met
performing such tree preservation techniques.
Parks & Rec Impact Fees
Open Space and Recreation Impact Fees are due prior to issuance of building permits or final plat Not Met
(if applicable), whichever occurs first. Credit will be given for the existing 48 motel rooms. 4
motel guestrooms = 1 residential unit. 77 proposed units less credit of 12 existing = 65 net new
units. Please contact Deb Richter at 727 - 562 -4817.
Print Date: 05/26/2004
Page 1 of 2
CaseConditons
FLD2003 -09050
1925 EDGEWATER DR
Land Resource Condition Rick Albee 562 -4741
01/22/2004 Section 4 -202 A, 12, f, requires that a Tree Inventory, prepared by a certified arborist reflecting the Not Met
tree species, size, canopy and overall health. This requirement should be utilized as a tool to
assist in the design of the project to insure that the healthy trees are preserved and the declining
trees are removed. Unable to perform a proper review without it. Once an inventory is received,
the plan review may require major modifications to the plan to insure proper tree preservation
requirements.
01/22/2004 Show ALL trees and there actual canopy's on ALL plans.
01/22/2004 All of the above required prior to CDB.
Not Met
Not Met
01/22/2004 Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape Not Met
architect or other specialist in the field of arboriculture. This plan must show how the proposed
building, parking, stormwater and utilities impact the critical root zones (drip lines) and how you
propose to address these impacts le; crown elevating, root pruning and /or root aeration systems.
Other data required on this plan must show actual tree barricade limits (2/3 of the drip line and /or
in the root prune lines if required), and the tree barricade detail. And any other pertinent
information relating to tree preservation. Provide prior to building permit.
Parks & Rec Impact Fees �77
Open Space and Recreation Impact Fees are due prior to issuance of building permits or final plat Not Met
(if applicable), whichever occurs first. Credit will be given for the existing 48 motel rooms. 4
motel guestrooms = 1 residential unit. 77 proposed units less credit of 12 existing = 65 net new
units. Please contact Deb Richter at 727 - 562 -4817.
Print Date: 02/06/2004
Page 2 of 2
CaseConditons
1A
�r �yyrf�srjs�a
.Ai
Fire Conditio'ffa'
Conditions Associated With
FLD2003 -09050
1925 EDGEWATER DR
Duanne Anderson
562 -3039
01/13/2004 Install a Knox Box key safe for emergency access as per NFPA -1 3 -6. Please acknowledge. And Not Met
install prior to building permit.
01/13/2004 Provide dwgs that have been prepared by or under the direction of an engineer registered under Not Met
chapter 471 Florida Statutes for all fire.alarm system as per Florida building code 2001 edition
section 104.4.1.3 (5). Dwgs shall be signed and sealed by a Professional Engineer as per 471.025
Florida Statute. The installation shall be in accordance with NFPA -72, by licensed fire alarm
contractor under separate permit with drawings. Please acknowledge. Prior to building permit.
01/13/2004 Plans submitted for fire review must indicate compliance with the following codes: Florida Fire Not Met
Prevention Code 2001 Edition, NFPA 14 2000 Edition, NFPA 72 1999 Edition, NFPA 13 1999
Edition, NFPA 101 2000 Edition, NFPA 70 (National Electric Code) 1999 Edition along with 4A -47
& 4A -48 and F.S. 633. Please acknowledge prior to building permit.
01/13/2004 Ensure strict adherence to NFPA -13 1999 edition requirements for protection areas per sprinkler Not Met
to determine the area of coverage as per chapter 5 -6.2; 5- 6.2.1; 5- 6.2.2; 5 -6.3; 5- 6.3.1; 5- 6.3.2;
5- 6.3.2.1 (i.e. ordinary hazard group one areas). Please ensure proper water supply for fire
protection prior to a development order.
01/13/2004 Ingress / Egress on to site must have 28 ft. turning radius for emergency vehicle access. Please Not Met
acknowledge prior to devlopment order.
01/13/2004 Ensure fire department connection located at least 15 feet away from the building and within 40 Not Met
feet of the fire hydrant and designed with metal breakable caps designed to break with a single
- blow of a hydrant wrench. Please indicate prior to building permit.
01/13/2004 Fire department connections shall be identified by a sign that states "No Parking, Fire Department Not Met
Connection" and shall be designed in accordance with Florida Department of transportation
standards for information signage and be maintained with a clearance of 7' /z' feet in front and to
the sides of appliance. Please acknowledge intent to comply prior to building permit.
01/13/2004 Where underground water mains and hydrants are proposed, they shall be installed, completed, Not Met
and in service prior to construction as per NFPA 241. Clearances of 71/2' ft in front of and to the
sides of the fire hydrant, with a 4' ft clearance to the rear of the hydrant are required to be
maintained.
01/13/2004 High -rise structures require full fire protection systems designed to meet the minimum Not Met
requirements for fire alarm equipped with voice evacuation & fire fighter two -way communication,
pressurized stairwells, stairwell marking as per the Florida Fire Prevention Code -2001 Edition and
NFPA 101 Life Safety Code 2000 Edition. Stairway identification shall be designated by the side of
the structure the stairway is located on by the words "ALPHA" for the address side of the
structure. The other sides identified clockwise as "BRAVO ", "DELTA" and "CHARLIE ". If located
in the corner of a structure the stairway shall be identified by the two sides that intersect i.e.
"ALPHA / BRAVO ".
Landscape Arden Dittmer 562 -4604
01/08/2004 The plan submitted show "CODE QUANTITY" & "ALTERNATE QUANTITY ", where some of the Not Met
"alternate" material is actually required to meet Code. Revise plans to show "PLANT QUANTITY ",
or resubmit the true proposed landscaping to be installed for review with a matching list.
The total picture of all plant material is quite nice and would be approved as submitted with the
above change in the plant material list. Alternate quantity plantings will not be considered in the
landscape plan and should be removed from this application plan set.
Land Resource Condition Rick Albee 562 -4741
Print Date: 02/06/2004
Page 1 of 2
CaseConditons
Conditions Associated With
;r FLD2003 -09050
1925 EDGEWATER DR
y��r��1.1 Cf1w' 11�
Landscape Arden Dittmer 562 -4604
05/24/2004 5/24/2004 (A_D) same comment..... Not Met
Plans still indicate "ALTERNATE QUANTITY ". Revise to show what is to be installed on the site if
plans are approved, alternates are not a concern to the Code or approval of plans.
2/17/2004 (A_D)
Plans still indicate "ALTERNATE QUANTITY ". Revise to show what is to be installed on the site if
plans are approved, alternates are not a concern to the Code or approval of plans.
118/2004 (A—D)
The plan submitted show "CODE QUANTITY" & "ALTERNATE QUANTITY ", where some of the
"alternate" material is actually required to meet Code. Revise plans to show "PLANT QUANTITY ",
or resubmit the true proposed landscaping to be installed for review with a matching list.
The total picture of all plant material is quite nice and would be approved as submitted with the
above change in the plant material list. Alternate quantity plantings will not be considered in the
landscape plan and should be removed from this application plan set.
Land Resource Condition Rick Albee 562 -4741
01/22/2004
Show ALL trees and there actual canopy's on ALL plans.
Not Met.
01/22/2004
All of the above required prior to CDB.
Not Met
01/22/2004
Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape
Not Met
architect or other specialist in the field of arboriculture. This plan must show how the proposed
building, parking, stormwater and utilities impact the critical root zones (drip lines) and how you
propose to address these impacts ie; crown elevating, root pruning and /or root aeration systems.
Other data required on this plan must show actual tree barricade limits (2/3 of the drip line and /or
in the root prune lines if required), and the tree barricade detail. And any other pertinent
information relating to tree preservation. Provide prior to building permit.
02/06/2004
After receiving the inventory I was able to conduct a thorough review. Relocate the landscape
Not Met
island at tree #32 ti 0 tree #31. 73
02/06/2004
Remove one par stall at tree #33.
Not Met
02/06/2004
Revise sidewalk and pond top of bank to save tree # 7,63,73,75 -78 and 81 -85.
Not Met
02/06/2004
Redirect outfall pipe away from tree # 9, the two oak trees south of # 9 and tree # 40.
Not Met
02/06/2004
Jack and bore sanitary line at tree # 31. A 10% reduction of the tree deficit can be achieved by
Not Met
performing such tree preservation techniques.
Parks & Rec Impact Fees
Open Space and Recreation Impact Fees are due prior to issuance of building permits or final plat Not Met
(if applicable), whichever occurs first. Credit will be given for the existing 48 motel rooms. 4
motel guestrooms = 1 residential unit. 77 proposed units less credit of 12 existing = 65 net new
units. Please contact Deb Richter at 727 - 562 -4817.
Print Date: 06/22/2004
Page 1 of 1
CaseConditons
THE ASHLEIGH CONDOMINIUM TREE ASSESSMENT TABLE - OCTOBER 17, 2005
TAG #E
COMMON NAME
BOTANICAL NAME
TS—IZEDBHI
RATING
I REPLACEMENTT—ST–A—T—US-1
COMMENTS
1
LIVISTONIA CHINENSIS
Chinese Fan Palm
1
5
1
R
2
CABBAGE PALM
Sabal palmefto
1
5
1
R
3
CABBAGE PALM
Sabal palmefto
1
5
1
R
4
LIVISTONIA CHINENSIS
Chinese Fan Palm
1
5
1
R
5
CABBAGE PALM
Sabal palmefto
1
5
1
R
6
LIVE OAK
Quercus vir iniana
8
5
1
R
7
CABBAGE PALM
Sabal palmefto
1
5
1
R
8
CABBAGE PALM
Sabal palmefto
1
5
1
R
9
CABBAGE PALM
Sabal palmefto
1
5
1
R
10
LIVE OAK
Quercus vir iniana
24
5
24
R
11
LIVE OAK
Quercus vir iniana
9
5
9
R
12
LIVE OAK
Quercus vir iniana
8
5
8
R
13
CABBAGE PALM
Sabal palmefto
1
5
1
R
14
CABBAGE PALM
Sabal palmefto
1
5
1
R
15
CABBAGE PALM
Sabal almetto
1
5
1
R
16
CHERRY LAUREL
Prunus Species
5
5
5
R
17
CHERRY LAUREL
Prunus Species
11
5
11
R
18
CABBAGE PALM
Sabal almetto
1
5
1
R
19
CHERRY LAUREL
Prunus Species
5
5
5
R
20
CHERRY LAUREL
Prunus Species
9
5
9
R
21
LIVE OAK
Quercus vir iniana
36
4
36
R
22
LIVE OAK
Quercus vir iniana
8
5
0
S
23
CABBAGE PALM
Sabal palmefto
1
5
1
R
24
CABBAGE PALM
Sabal palmefto
1
5
1
R
25
LIVE OAK
Quercus vir iniana
52
4
0
S
26
CANARY ISLAND DATE PALM
Phoenix Canariensis
1
5
1
R
27
CANARY ISLAND DATE PALM
Phoenix Canariensis
1
5
1
R
28
CHERRY LAUREL
Prunus Species
10
5
10
R
29
CABBAGE PALM
Sabal almetto
1
5
1
R
30
LIVE OAK
Quercus vir iniana
12
5
1
R
31
LIVE OAK
Quercus vir iniana
11
5
0
S
32
PERSEA AMERICANA
Avocado
18
5
18
R
33
LIVE OAK
Quercus vir iniana
26
5
0
S
34
CABBAGE PALM
Sabal palmetto
1
5
1
R
35
CABBAGE PALM
Sabal almetto
1
5
1
R
36
CABBAGE PALM
Sabal almetto
1
5
0
S
37
CHERRY LAUREL
Prunus Species
15
4
0
S
38
CHERRY LAUREL
Prunus Species
16
4
0
S
39
CHERRY LAUREL
Prunus Species
18
4
0
S
40
CHERRY LAUREL
Prunus Species
16
4
0
S
41
CABBAGE PALM
Sabal almetto
1
4
0
S
42
CHERRY LAUREL
Prunus Species
7
4
0
S
43
CHERRY LAUREL
Prunus Species
7
4
0
S
44
LIVE OAK
Quercus vir iniana
15
4
0
S
45
LIVE OAK
Quercus vir iniana
14
4 1
0
S
TAG #
COMMON NAME
BOTANICAL NAME
ISIZE DBHj
RATING
I REPLACEMENT
STATUS
COMMENTS
46
LIVE OAK
Quercus vir iniana
10
4
0
S
47
LIVE OAK
Quercus vir iniana
22
4
0
S
48
CHERRY LAUREL
Prunus Species
8
4
0
S
49
LIVE OAK
Quercus vir iniana
13
4
0
S
50
LIVE OAK
Quercus vir iniana
14
4
0
S
51
LIVE OAK
Quercus vir iniana
12
4
0
S
52
CHERRY LAUREL
Prunus Species
19
4
0
S
53
LIVE OAK
Quercus vir iniana
18
4
0
S
54
LIVE OAK
Quercus vir iniana
17
4
17
R
55
PINE TREE
Pinus s .
16
4
16
R
56
JACARANDA MIMOSIFOLIA
Jacaranda Tree
12
0
R
57
JACARANDA MIMOSIFOLIA
Jacaranda Tree
10
0
R
58
QUEEN PALM
S a rus Romanzoffiana
1
3
1
R
59
QUEEN PALM
S a rus Romanzoffiana
1
3
1
R
60
QUEEN PALM
S a rus Romanzoffiana
1
3
1
R
61
QUEEN PALM
S a rus Romanzoffiana
1
3
1
R
62
QUEEN PALM
S a rus Romanzoffiana
1
3
1
R
63
QUEEN PALM
S a rus Romanzoffiana
1
3
1
R
64
QUEEN PALM
S a rus Romanzoffiana
1
3
1
R
65
QUEEN PALM
S a rus Romanzoffiana
1
3
1
R
66
QUEEN PALM
S a rus Romanzoffiana
1
3
1
R
67
QUEEN PALM
S a rus Romanzoffiana
1
3
1
R
68
QUEEN PALM
S a rus Romanzoffiana
1
3
1
R
69
QUEEN PALM
S a rus Romanzoffiana
1
3
1
R
70
QUEEN PALM
S a rus Romanzoffiana
1
3
1
R
71
QUEEN PALM
S a rus Romanzoffiana
1
3
1
R
72
QUEEN PALM
S a rus Romanzoffiana
1
3
1
R
73
QUEEN PALM
S a rus Romanzoffiana
1
3
1
R
74
QUEEN PALM
S a rus Romanzoffiana
1
3
1
R
75
QUEEN PALM
S a rus Romanzoffiana
1
3
1
R
76
QUEEN PALM
Symms rus Romanzoffiana
1
3
1
R
77
QUEEN PALM
S a rus Romanzoffiana
1
3
1
R
78
QUEEN PALM
S a rus Romanzoffiana
1
3
1
R
79
LIVISTONIA CHINENSIS
Chinese Fan Palm
1
3
1
R
80
LIVISTONIA CHINENSIS
Chinese Fan Palm
1
3
1
R
81
CABBAGE PALM
Sabal palmefto
1
3
1
R
82
QUEEN PALM
S a rus Romanzoffiana
1
3
1
R
83
QUEEN PALM
S a rus Romanzoffiana
1
3
1
R
84
QUEEN PALM
S a rus Romanzoffiana
1
3
1
R
85
CANARY ISLAND DATE PALM
Phoenix Canariensis
1
3
1
R
TOTAL INCHES
1 580
217
KEY 3 = SAVE TREE R = REMOVE TREE
1
DESCRIPTION:
LOTS 1, 2 AND THE WEST 34 FEET OF LOT 3 OF SUNNYDALE SUBDIVISION,
ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 31, PAGE
12 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA;;. LESS AND EXCEPT
THE WESTERLY 17.08 FEET OF LOT 1, MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 1, THENCE RUN EAST ALONG
THE NORTHERN BOUNDARY THEREOF A DISTANCE OF 17.08 FEET; THENCE
SOUTHWESTERLY AND PARALLEL TO THE WESTERLY BOUNDARY Or SAID LOT TO THE
INTERSECTION WITH ITS SOUTH BOUNDARY AT A POINT- WHICH IS 17.08 FEET
DISTANCE FROM THE SOUTHWEST CORNER OF SAID LOT; THENCE WEST ALONG THE
SOUTH BOUNDARY OF SAID LOT 'A DISTANCE OF 17.08 FEET TO THE SOUTHWEST
CORNER OF SAID LOT; THENCE NORTHEASTERLY ALONG THE WESTERLY BOUNDARY
OF SAID LOT TO THE POINT OF BEGINNING.
AND
LOTS 2, 3, THE EAST THREE FEET OF LOT 4, BLOCK -A, LYING NORTH OF
SUNSET POINT ROAD, LOT 5, BLOCK A, LYING NORTH OF SUNSET POINT ROAD;
LOTS 6, 7, TOGETHER WITH THE WEST 15 FEET OF LOT 8, SUNSET POINT
SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT
BOOK 1, PAGE 58 AND PLAT BOOK 4, PAGE 56, PUBLIC RECORDS OF PINELLAS
COUNTY, FLORIDA.
NOTES:
(1) ALL WORK TO BE DONE ACCORDING TO CITY OF CLEARWATER
FOOT STANDARDS AND SPECIFICATIONS.
— . Y ARE -T .; BE
2 ALL DISTURBED AREAS WITHIN PUBLIC RIGHT —OF !� .:.., 4<< : .
RESTORED TO ORIGINAL CONDITION OR BETTER..,`
x
3 CONTRACTOR TO NOTIFY THE ENGINEER, OF ANY` .hf) ANCIE5
B T EEN THE PL ,„�ANt F1>*L[LC
oNDJn0NS > <PRIOR-TO COMMENCING
APPROXIMATE,', CONTRACT R
5 ALL UTILITY LOCATIONS SHOWN ARE 0
TO VERIFY ALL LOCATIONS BEFORE BEGINNING WORK:
7 ALL PIPE SHALL BE PLACED ON DRY, UNDISTURBED SOIL. WET
UNSUITABLE MATERIAL SHALL BE REPLACED WITH COMPACTED
SELECTED BACKFILL MATERIAL.
(8) BACKFILL MATERIAL _SHALL BE SOLIDLY TAMPED. AROUND PIPES IN
6)) LAYERS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE
TOP OF THE PIPE. IN AREAS TO BE PAVED, BACKFILL SHALL BE
COMPACTED TO 100% MAXIMUM DENSITY AS DETERMINED BY
AASHTO T -99.
(12) PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING
CONSTRUCTION, ALL STORM SEWER INLETS IN THE $,INCINITY OF THE
PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS
SECURED HAY BALES,,. SOD, STONE, ETC., WHICH SHALL BE
MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION
PROGRESS.
(13) ALL STOP BARS, STOP PAVEMENT MARKINGS, ARROWS AND
HANDICAP SYMBOLS ARE TO BE PAINTED USING :TRAFFIC PAINT.
(14) ALL PAVEMENT STRIPING IS TO COMPLY WITH BOTH' THE -MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES AND SECTION ` 710, PAINTING
TRAFFIC STRIPES, OF F.D.O.T. STANDARD SPECIFICATIONS FOR`
ROAD AND BRIDGE CONSTRUCTION, LATEST EDITIONS.
(15) TREE BARRICADES MUST REMAIN INTACT THROUGH.GUT
CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO MAINTAIN
TREE BARRICADES WILL RESULT IN ENFOREMENT ACTION WHICH
MAY INCLUDE CITATIONS AND / OR PERMIT REVOCATION.
(16) CONTRACTOR TO OBTAIN ALL PERMITS / EXEMPTION NOTICES /
UTILITY LICENSES PRIOR TO CONSTRUCTION.
(20) THE CONTRACTOR / SUBCONTRACTOR SHALL PLACE A 1" DEEP
CONTRACTION JOINT EVERY 4' FEET IN THE SIDEWALK.
(21) THE CONTRACTOR / SUBCONTRACTOR SHALL LOCATE, FORM, AND
SLOPE THE SIDEWALKS IN ACCORDANCE WITH THE SITE _GRADING
PLAN. MINIMUM SLOPE SHALL BE 1.0% AND MAXIMUM SIDEWALK
SLOPE SHALL NOT BE MORE THAN 3.0 7,r
(22) THE CONTRACTOR / SUBCONTRACTOR SHALL CONSTRUCT
PAVEMENT IN ACCORDANCE WITH THE TYPICAL PAVEMENT SECTION
DETAILS. THE FINISH PAVEMENT GRADES SHALL _CONFORM TO
THOSE SPECIFIED ON THE SITE GRADING PLAN,
(26) REPAIR AND REPLACEMENT OF ALL PRIVATE AND. PUBLIC PROPERTY
AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION
EQUAL TO OR BETTER THAN EXISTING CONDITIONS. ADDITIONAL COSTS
ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA
COMPENSATION IS TO BE ALLOWED.
DEVELOPER:
TOP FLIGHT DEVELOPMENT, L.C.C.
1919 EDGEWATER DRIVE
CLEARWATER, FLORIDA 33755
PROJECT MANAGMENT:
D —MAR GENERAL CONTRACTING AND DEVELOPMENT, INC.
1457 MARTIN LUTHER KING JR. AVENUE SONTH
CLEARWATER, FLORIDA 33756
PHONE (727) 461 - 4760
PROJECT ENGINEER;
RICHARD WASILEWSKI P.E.
1520 CHATEUAWOODS DRIVE,_,.,.
CLEARWATER, FLORIDA 33764
LICENCE No. 1558.0
27
( >
ALL DISTURBED AREAS ARE TO BE SODDED AND MAINTAINED UNTIL
(47)
CONTRACTOR IS TO PROVIDE EROSION CONTROL / SEDIMENTATION
ACCEPTABLE TO THE REGULATORY AGENCY, OWNER, AND ENGINEER
BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT
0 F RECORD. ANY WASHOUTS, REGRADING AND GRASSING WORK AND
,
SILTATION OF ADJACENT PROPERTY, STREETS, STORM.:: SEWERS AND
OTHER EROSION WORK REQUIRED WILL BE PERFORMED BY THE
WATERWAYS. IN ADDITION, CONTRACTOR SHALL PLAC . STRAW, MULCH
CONTRACTOR SUBCONTRACTOR UNTIL THE SYSTEM IS ACCEPTED
OR OTHER .:SUITABLE MATERIAL, ON , GROUND : IN AREA WHERE
FOR MAINTENANCE.
CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND XIT SITE.IF, IN
(28)
THE CONTRACTOR / SUBCONTRACTOR SHALL TAKE PRECAUTIONS
THE OPINION OF THE ENGINEER AND / OR LOCAL AQfHORI TIES,
DURING
AS NECESSARY TO PROTECT ALL EXISTING UTILITIES 0
A T AN P RTED; FF —SITE
EXCESSIVE QUANTITIES OF EARTH RE R S 0 .0
CONSTRUCTION. IF UTILITIES ARE DAMAGED AS A RESULT OF THE
EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE
PROPOSED WORK, THE CONTRACTOR /SUBCONTRACTOR SHALL
CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF
REP AI R THE UTILITIES AT NO ADDITIONAL EXPENSE TO THE OWNER.
THE ENGINEER AND / OR AUTHORITIES AT THE CONTRACTOR'S
(29)
THE LOCATION OF ALL EXISTING..UTILITIES SHOWN ON THE PLANS
(57)
EXPENSE.
ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE
HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE
FOR CONVENIENCE THE CONTRACTOR /
DISPOSED OF OFF -SITE IN ACCORDANCE WITH APPLICABLE
AND ARE GIVEN THE OF
REGULATIONS.
SUBCONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR
(611)
ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL
T THE START OF ANY CONSTRUCTION ACTIVITY,
ACCURACY. PRIOR 0
IT SHALL BE THE CONTRACTOR'S / SUBCONTRACTOR'S
DATUM.
THE V A UTILITIES AND TO . MAKE
VARIOUS
RESPONSIBILITY TO NOTIFY I
(6:3)
THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND
.
F ANY RELOCATIONS OF THESE
THE NECESSARY ARRANGEMENTS OR
DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL
UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR /
NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICT BEFORE PER- -
SUBCONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN
FORMING ANY WORK IN THE AFFECTED AREA, INCLUDING
UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED
DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS.
BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFACE WITH
(64)
THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS
PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE
OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST FORTY -EIGHT
UTILITY COMPANIES AND THE CONTRACTOR / SUBCONTRACTOR SHALL
(48) HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN ORDER
'bERGROUND
COOPERATE AT WITH THE UTILITY COMPANIES DURING RELOCATION
TO PERMIT MARKING THE LOCATIONS OF EXISTING UN
OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED TO THE
UTILITIES IN ADVANCE OF CONSTRUCTION, BY CALLING SUNSHINE
CONTRACTOR / SUBCONTRACTOR BY THE RELOCATION OF, THE
AT 1- 800 -432. -4770.
VARIOUS UTILITIES SHALL BE' INCIDENTAL TO THE CONTRACT AND
(65)
THE CONTRACTOR IS RESPONSIBLE . FOR REPAIRING ANY DAMAGE
NO EXTRA COMPENSATION WILL BE ALLOWED.
TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY
(33)
A SUBCONTRACTOR IS EXPECTED TO MEET ALL
THE CONTRACTOR /
OCCUR AS A RESULT OF THE WORK PERFORMED BY THE
THE REQUIREMENTS OF CITY OF CLEARWATER AND ANY OTHER
CONTRACTOR CALLED FOR IN THIS CONTRACT.
GOVERNMENTAL AGENCY INVOLVED AND SHALL OBTAIN ALL
(66)
WORK PREFORMED UNDER THIS CONTRACT SHALL INTERFACE '
NECESSARY TESTS AND INSPECTIONS PRIOR TO FINAL INSPECTION
SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHER
BY THE OWNER & ENGINEER.
CONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR
(43)
PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR
THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES.
GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS.
WHERE NECESSARY, WITH OTHER CONTRACTORS AND UTILITY
(52)
ALL WORK REFORMED SHALL COMPLY WITH THE REGULATIONS AND
COMPANIES.
ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING
JURISDICTION OVER THE WORK.
(NOTE) NUMBERS ARE NOT CONSECITIVE
BOUNDARY, TOPOGRAPHIC SURVEY AND LEGAL DESCRIPTION
SUPPLIED BY OWNER.
WARNING
CONTRACTOR TO CALL "SUNSHIINE STATE ONE CALL"
1-- 800 -432 -4778 48 HOURS PRIOR TO ANY CLEARING
OR CONSTRUCTION FOR EXISTING UTILITY LOCATIONS,
- i
i
I;
I
u i r s x ss fi �iq_ c�+ -:°( Y JiY.46`'r -. • .y�J�,Yj+}3d� -ti Taco
.'aebx fi�7 Ht'� {laX'` ;�} t r`, y.f Ji
x��' er?c�a l7r v = %h ondr ti
WN
a""•'' s}+,r3- '.s"��f`t'i tt �(t)`xW 'f r t�f 'P"r�'�'" q_. �.y"n i�'�..
v�,c,`� 'R7" ; 6�°?+� 7i �+ t'i �Gl +r- -mcb•r r•t .J• +t' 4 i`.f
ag�•�E �t�"�,u� "�Y����:a V����� nil��} V. °w s ,nom �`i... �•• r• .'r��r,+} -., .p 'Ytu_t�z .,
i mg $ ',� k" '` .•j4 s5,.s' ...- r-4�,� r. t..*a" "` ,4. ....yam,.. a qtr
0i; 'r`d. ; C J a i J£ { Palm 5 <5 i f�
`^ tki.l ,��_ �`yidc?yt+ ''ti.^t!}• Y {o h ".'.`�� ..c Lew Y J r td)` °✓' J1, F y =: 't
'.:. �s ??vvYY '• -�` • u,) : �� (,iiy'�.yr��!'..M.,/.tFy� /.tAr ♦ � . i/�r.;,,r:.+ v --�,a. J - a,. „t ..••�,.
F✓ %�,}yf+ �g ����J�� X .�.�YIII!,�Y.i•�1 ).�. Jl:= � --..33 iV .+- `i�.ln.si:..i f '•= `�Y'•'f
t. t., z.dAwr�ifC•.. -mac a
�t
is
v, Granada :Ur �J
rk�.. :..."4'�%. y i v +�i br ±fF''. •c+'✓i'^Y{ �..r: H :(dJ ll+.. { M fibs
:R >iY'FM'S -.+': fi� ti i. }::-ir .yl.`s �4��v' :s.�.•.:- ..ir- .:'.."F.... r,t- y¢. .... '7
`•rF y {4. -c.. It tN /,•55 -)i:' y� y} `5_,!,, -1 tr• .•z� {t
SQ
.15��Cl�{
�l•U ✓(=l `".a 1 Vi �tiy
' � �f��h# � �, ��''3s`�t. ,r.. ,- ;sa• ?;«' 7 y � `S �" '�'�.: -r�H. v.- �-+... s � 7
k •g.,. E- � : t�•?�` � C� ] �ti s r, t `.".,{��•r cr. l�� M, z �..•! { u�•
{.. 'fn t r 'T 1t� 's ✓
i; F'��k � �"��_��rrJ"��u�� � °ri��� :�e �U �fl���� � •t•�'"�'i� �` �� : ,�.'` sy.�'=`,{��s•,a �a- } ; f" �``�'�'s
PT :3•a 'fj�: ! 'yf "fiCii`1' =SY.-� �1'.' %.•a..`S t_ 4� )'i "'• ,f
fix, e. " a <.J; >7,i�trf ^.� :.:; �Lz•4;''.:.%i; t �' �tt: , o:
:t,,: .. xa�fr:.5.. ,.'.t- ..v c:: ✓ %c:'r'..: a, �.. y r: .:s. w1:
-<a:. 1: � n.�, °�`�.ai•M �it.a..�r.. 1�' *, x �,'�++� O.'9 y��J'y .*+a'�a. tom! '�. ' �'fr
S: rX i �`c' },. .�.1 :. •., r'•
y - y"P, (YA f,�r'jJf�..� c 3'r "J�itf•� tt � 7C :1�` s+: h. a ,r.? r �.rk z) •x r
"05; d >.. '•t hr,,,_.�s.
i
1
r r ,• a C
,4 4
�� � £. ' ����. � � n.. � � mss, X�x.��. ij� � < x 1•c : Q� s" .» i V � y�::: 't �) Y �.� +. ..
` ���/��� `• ��.'�.ra�.;kr.. Y ai r x..niis`.. �s3 x �i: ! O y y t {� .�,> :,•T m, ,;lJ j � , �. -
l-°? ham'' 1 'cam ¢ D'.nm w.:• 1 •y F•ff r`�•�, t •~ •y .i� Y `*v..
Yp i a 1 �' 6 3= IC` }� }f
y o- °' �jri
� •x1"31 <� � ��x �� �q ��i� �ts,'i} >-�'v'Y `�i?�:�r �-�ti
4,\++tti
J f ry c .r„Ya..ymu .�1.t+7 • td r� VE. s ;a
j3 }an ;. .}�,�
:
L
,�,74'k'" N�' �� 1'� V,S , }.'' r. %3.. }.r c r� r`r�c,' r{r c•YC S J: .��i s:.5;'.c'"'.
������ 1. ✓�s f y'�r,�. Y`'. �cwsTb,'�`;" G �aJ' y...).. "�i�. }��Y+
a h x�'�.- J� C
larg
yiw. g3; y?. F• - 1 ?' a ; -y� 4 , e i %w , ^ S�1
�F. �' ,:} �- f:,� ;FY° =� t�i•�,r:s.Fi; Its;: >A"� ,> x�- �>x �z -J;x�
5 �, 'U� ' ✓ � .u,,s�a„?./t..5.�. ���Y ��J � `` e"t t yf. . �
+'s� .. Via•? 4 �. � � :,'�� a r,�Gr�• t.„� � �. h'k M 5 - : r �� � 4319 s�,�.
LOCATION MAP
NOTE TO SCA E
INDEX
i
COVER ..
EXISTING CONDTIONI
2 ......... SITE PLAN
3 ......... PAVING'
DRAINAGE
-4 ...r...... UTIUTY
g .......... DUAILS
,_ S I T
E DATA.
ZONING TOURIST
PROPOSED ZONING USE LEVEL TWO TOURST
PROJECT AREA 2.57 AC.
ALLOWABLE UNITS PER ACRE 3
1 SET BACK REQUIREMENTS
FRONT 0 -15 `
SIDE 0--10
REAR 10 -20
MAXIMUM BUILDING HEIGHT 35 -100
PROPOSED. BUILDING HEIGHT 75
TOTAL ALLOWABLE
UNITS PER ACRE 177
TOTAL UNIT COUNT ! 77
1
PARKING
PARKING REQUIREMENTS_ 1 1.5, SPACE PER UNIT
TOTAL REQUIRED PARKING 116 SPACES
I PROPOSED PARKING 117 SPACES
PROPOSED H/C PARKING 15 SPACES
OPEN SPACE I
BUILDING AREA '43,065 SQ. FT.
POOL AND SIDEWALK' AREA 7,734 SQ.FT.
PARKING. AND DRIVES i 16,465 S Q .F.T.
TOTAL IMPERVIOUS AREA 67,264 SQ.FT. _..;
TOTAL OPEN SPACE 44,685 SQ.FT.
OPEN SPACE RATIO 139% J
4, Ll
I
APR 2 6 2007 i.
[)EVE ONho•
�M MKWJM
1 / 3 /; ,� Lei iihA
04 REVISED PER D.R.C. RE,VI � $_ ��
COMMENTS ., L� co
i�� l7 t
REVISED EAST STAIRWA
LOCATION cD
777 wo
" rr
N'
r � I 'c
V
�� QN
" S U N N Y D A L E S U B D I V I S I O N"
PB 31, PG 12
;�; 'S� { �� �:.-i•R 3 iF� ggtx
T�°" ;� { {: nY a�;,k'f���$,n',�,�T'xr��ayj �aa'1�4X 2t5 -1 `••.•I' *�� ��y� w f C
F •H . 6C` \ Ad / "F Sr1 'f�
N89 • 56 f 04 E � • 323.90 '. t'.:. . •'.... : : 1 ,•{, ' 'Z t 1 t
Y• t 1. .�
'. �'• .
LOT1 g� �^ s }��� ay 6 e�E i �? r F' • �I YY +s �1 7l
� '�- � �' :;;� r 7'.e+3f„�� A a� r'� j �'•,- �: '• ' ' ,: i�' ; : � ter, •i �> >r
3 3 4 A)4T� ,�CF .' !r'' • +,.r • v: s y'�- , t,Ysf t
•''`
s,� •mss t. `4 " �.• : ... •• �.•... 1 y r y •.• y , f�E� ?rK„ uu �g �t �., 4�vai"� �1 ...(' •. � .. �,,1J"y.�„�r<
c� ���+e' . �• ..y4� .C�ONri.!�QOL:D>:6KJ' : :r'^ �.•. • vrr :.�'i,.d'��4 �^+�.=`���r�'yr���' �.��°�. ~�� ' •��� ..: '•�;
SL'14Y `'. , .c it . ,/ ••• - V� } 5n� ia)••'"'' r
Rn` �%` "..>Sv�: "+. ..i ••... r) ,. w:
° 3T�i { '.:• a • ! •' ' , i y�r #' T"' Sl'' >•"�, �• �;,v f 1 ' a! .. • • •�
�� +'K' Fa. ,, • '• ' A (� "n� •"vt i�'�i%�11.A ,�ai,4'�}��` - r ' l ' • '/ /�; /� %;�%i'� �' / //� /
. ` `1�5,' '�•�i•• CONIC POOL ,r• • �,'x`..3' N•s'r'b`' za3' ZX ''`r . ,j', /'~•
rfiv��� �'? T ',r�`tn Z'� t�i�7% ' '�'• 2 STY MAS
(ii • " T : i . A G'•i•.s d Y +,� a .)i�� > r.- • /
r�xs*'et'...z„ . Zr •.�•. �'•' •'.t?::•..,,••: ..'�;•' 3,s +�,t •Y.^4 ryY ,Ft ••,, MOTEL
? a
CID
I Fa�� E � J'•. �,. c 5•nFi�xr �t;�Hyl -.�
�.�'�t���� r• >a.. _y : r" ,�'� z,, i rte' .E2 w�t*tfi1'yyi�1 >�, t� .iy� 't y• % �°
i,t• •.. a k...n .`k � '�r� Sr' . rte' •'` 'S' �•:� �'Y :, ''u � ±. .. y ,�1+'h � +.Y' �. Js, -'d'� ".•� '! ,� �. �� p - r - 'ti a. , lid / i , Y'v.,. ',•
:., '� s'° +, t 'r ? "• t u•,''fi :" •*'T n p 4 .rri,. ,F r• '�" i ° :�" ,.hi..t a f 1,.7r fi f r i r p-t .'A
: �5, tikes ++���''v" Paz...•'. ;A•x.. fir? t ;..tom.+. r•..�,3'``z. ,y ,�'F �'`+�, j, d #.` :.Y r r �7
Y'.. `('w''1'J'1Fr �'• s,{'£xr ,�, t; . :.�',st :'�' y. "`>af ,''2. h - "ti'6fSr• "s` •'',J.r,�,arFa �,?`uXS :o aP^�,yt h'+,,X^ 7 %)al., :;•'. .�•� • /
�., '� <:s 13'•.`na1J ,`i,�_ w✓<".^ i._ fih. ,i,a s`ti',a•\ t r.�t` -�, a<'
ks 'l. , ,' •?'+� " a` rx s : "S;.'x .'v"� x .: 'N.i >��m's y<� �� �;,. �:
�r3r s bySa r S S f?4x? 4a a fi<
a�• ��,,��ss�� ��•,� G §r � �i . L��G,. ��'�? i�5.+� � `�.:i '``f1''`?� `��•. :rv� r"... t�s^5 '�ty��.�x�fr -y �� r �'4 tj , i /
:.;� fi'... ,�.'.,.•� m>„;;T,., -. 4+>:.3.9y, T:rita-..�.s'. `- %'r.',Xn'4 -•�' ..?, `k"<.;'. �`�.' ,.. msk'.j "2- ..;uh,�.s?�y' `. (r;i srk',.v�.,';ar
B_�a �J�+G3. f3�> ,•, / •I
�3,' "?'- 5�% y25 K ^�'xs� +a Y s.L . "3 "�t•�a �7d;a .L`n: xe, i•N -;� tE r � � - �i � :y i+�' �y,� `•
�, :�' �.. � :S"<°.'A`•` . : ��"-»' &:9 •.f,� 1`4 y��.'J��. �y '4�'�>� . �: 6 7iw' d'^•`..s Yy..�...;, "£?y�,`•�z!,��. b�� xr,�� �< n :;y� �� F ? 5 k a� �S� � .• / ' l .
: :r`�f"bF�r .7.. �' ..L.n u: 't: ��. ,�F .'?'7gr` °•',1`f•' rK: "+`s�lMx ��` ='�; 'r„'•� at �av� `3a�`�. "+"J.ja�s"� k'•5"'�.r'.•r'r�nai9. d�r`V: /� +7,',,,,}�- �3il�il. - ,r';.: S•' f / .t•
.a'S,�i�''1• �)e'fd . r.. ,5� %!. ye'�•� .' k'y,...A �+�"'" sS. T�<.i :.a;3!hY'CL
°vee <i. c.x� S1F &�. .� ..,�$c �:'- ��• -� ��6 "`;� fit" :1 "+�', `�� "�`°'� �•£ •.d,�5: �j1 b ,+� "tipt if+.'4.=Cr :�•ik -t ;C'i4• "•' / 1
.,�.n ar ;y.,�i?;.a• �i .c r n �a• rF i' •r,7�_ r �A- <,.; :,,i
a•K?;,oy..r f� ?� +..2�<�„�?,'w'�, °t'• .r.,�. +- ,.?s�'...','...,L`` -.. : �,.fr''?.;r��'. '�.t,<'.Z .a,. t_,f.., r,. �C''FL� =. 'Yf� �r.'• :•• /'
.%:•+ -.r {>at`,. " .y�,,.�^M"5r�4�.�'•s�� '�'.✓. ('.. ,.y,1WRpy}'.. ac 14 . t 1s�}, ,�' -✓` `'•�,r� rk -
i? F F' 7 u'6;r'c �r 1`yY ''3" :�, :�. s,, .1.,�5�., :.y1LL".'uu: �[ca• x i .,-F.f''4•:xK..a -l> 4, -'i' Y�R<'",10 M, 2r_ ..,4'�� m d`X? tfi . - ' `r ?,y��,_ '<"r �t ��:..!`,'SM " •� 1 STY MAS
.',: ! r x' ' �.,�.'' a"t''. k - `.sE., a' ,"f� ,yt,,•,S. FFr.�,?•• r fir?= = z:'r'f'. tnyc .�`'t`4az.Pu 'big k.ar +t,;r�x /
a�.s�•M.'+i",3 :ice✓, '°` . `'�y,�" _ 'F �d !! a :�v C � 3> ZrL�+j,.,'�x "ti. MOTEL
2,-cq ' .fi' , `' �• •{ _.. -*. -".Fa'
t.xFfip. a^ a a S Y BF ati <,sas`
/,TAL STA � IRS
` rn' .�1 - f
ak v
BLDG
r r�.� ,C %r��+t iy �F.x�tj f=y •, -�5,.. �,...� ."m. nf$'t4y°'/i�"9s, tt ��-ia "��! �.i�j "aV"�••��'.a�3•��y {S�Ig .. -a�,e J„"x�3 :� "r'r'��. rrr n w �,?
=a'^% to �a;.s°'4.' a r 1 �.- d*„ '�k•*., g :a s,'' sc'c,
rytr r_s r.3 - ,5^h :..z ut' p• <w.a �" .� a#- "(4,rC �q. :+ �.+.1 q ?7r .. '•' r OVERHANG
rs,� ,y3fi, "-.� r y, yY� �, e� .n .�t ,.a'�1, G, � r. �J1' �'kss• sr"a {.^ •-';4 �. �a u i"ti`�,s,�; � j�s'�{a4'.i �- }��•c�` �,r:�'�,,�,r"�•L'1o.�•, i 5's.��•fb,,.'. �n.,,u••1%' e �'.,.•�.. *;i'�r. �m•.'F``'�?- fh� ,
���: 7} ... ���. -�., - �}��•y$�""r�a� :5,•: ,•vi..<- ..Se..*F�.�- .. -en. $�s x.:',�in..�.��A�. n':, ..t .."•k #.... 'r�... T9°.. <'�7:t� >„ �`" •• � I (T'Yp)
7 .r% O E:,5*4, �n r !rr! °l +!1� °'R °. �!�P• �, 4 Tr.w .9. !M! .�e *�•..: • / LOT 2
rpm ®1nnt PW � 6• •'•LR eJ ' v• COt'.JG ♦•, •' ;' !'. .1 .�•. •.. /'
S g? Z ' !� a! o !� tod.�■q :.*! � A : ! 1 • '� i ! }' i . i q, • / fM jR�
'^sr�W �� :•..�: ','•'r•• �� ^'. i. ♦ 1 7r..'•, �... �_ ; ,. .r. '�•� � t 1CI0"10"
e: 1
1 STY MAS
"BAY QUEEN MOTEL" ' o•
#1925 FCM 3'x3" / '.b3A,'• / I
�►. - v , , , , , t/ -W/PIN "x4" q0
�t 6 F1AP ti l0
.rre.u.r.®" -l`S1
O 9. �N D lQ$� w a � (%�� o• (c /A t.a' s) o -
- :' O - f W �a u/P Lt i
t �s
rloNl�t� x u 1.r s (/T o,t� 6' 2 ^#,- 9' (F/T O.L' .'(S ) - F a �, ) F — t 28 3 ( � W 1410 (/T 2 W! � i, : /
' . ro �h its �,�h '��� � r - , `� "�� � -, �'E` �t ♦ �
fA3^� 7�ct§ ly *a rE 1 STY MAS 16'(C)
5 AND M
S89-52-10- W(F) •` ' s, �� ���� BLDG
*) y`a�0 h g� r o@ p a OVERHANG o WOOD FRAME
6.3 (F) `gyp 1 STY MAS ;r, (TYP) N GARAGE /WORKSHOP
S89'59'09 "E(D) rya wrt J'�.•� .t,".k..^Cy * ���" xrw�F FFE = 10.58— ONC{ 3
6.3 '(D) •, a�� � �U • ; % e� "+ ?4q;- .REt�(i � . v����������� , �'� `r ' / q:'•�
`mi l ri; J,'• `` 1 '' t'. � `: • �r y / ';`f' Col
6a6�W11 t.., • / 7. `ao
trd S�±' EC ^fr CONC POOL t� y /
PUMP 0 . ` • •g e. qq 'hip" y 3 a A{ ,? • , �. KA1
`' n 'Y?a: . `,1f j' rs yt�` t v". � �+`,.•Frt 'S. � S� +�,'<�+c CF�.+.,< y �b,,,2f� �.-•+-.. � ;
,�'tI. �-�: �,,< � t P1� �M'�•���,y�'�'�,"�„'ws<' y. �,� HZ'�r JF,�,;�'a',.x' •0�} /
66 4 °..roi15.3 •a 'ifita '�„`t�,, ��_ �r„<•r s�vy,, ': cvj' / ♦r ,6k
6'J7i 1 • 6• 1, 9.5 �� '� z'1 - .�a 4 , m a!� Y+�.^C*` ` 0� c3� / 1
� � � %♦ 7 >h�arswt grx4 .. vyPa ,�• .y�. �'.. '_'
/� 3. r / ° s ,�'a rf• t• z y�,r j16�' `° in 5 ``f� ♦ / 2 STY MAS
up
`•` J 4. Q �� ys
w •. f . 1 CONC
' �;'� / ! ` CONG.iV '' • • „' COLUMN y
I � }`41r% a
FFE 9,78 "EDGEWATER DRIVE MOTEL'
/ arylj'tr r
' -- AND RESTAURANT METAL STARS�c}
elf `=3•,e ):. :.. / �� 81, ,,� / . / ''fir i','i',C�T'"i°.
4a Ill wo
V, N �� u> •/ `� 7'tiATER 6 rij�''�jYa
dcD�q,�y}, BLDG
• ry`'6 9q % 1,t2 • ,^ i • OVERHANG t N a 2i
E). 71.39' ' (TYP) tbu
LU
w , z �...•' , .:. •& 28.1 a r s r
► ": :; .;'.' . / ZONED "T"
r
xz z TBM NAIL IN TOURIST
POLE EL - 8.97 FFE = 9.03
�.�
[Y. ,,..1 (f) 1 STY MAS �k �1>�y�i#',,
t` "CHEVRON' ,�xaT t,,,1},
Q Q W a GAS STATION ° L 0 T ��, {s .., •2
1901
R
r � �y ak �ry06k
oNC A c CONIC ..
w
t • •t'' • • .,.V 0 1 STY WOOD FRAME
Q NOT INCLUfJEI*: :4 , ` #1010 & #1012
.i • `° .. ry� FFE = 9,12
Vr
®3,•,,,
4.
6•'
�o>
SUBJECT PROPERTY
60429 -SQ FT MOL
1.387 ' ACRES MOL
� f 12•
rs :FY 1
�sq,1 L 0 T 7
•h� 1 pp���•! *`t1 \ak
wF y�
''44 k1
,Gk
e',
T 84.97
W
O
O
-P
12®
t® I
IS'
00
W 13.00'
LOT 8
a
w
'U
(r/T 013• E)
M
'C
J
L O T
2
o,
q i
%
� �• .�•hk.( l
N
V)
j
• • CONC•' o•
O
I
•d�
_J
z
rc)
V /
N
1 STY MAS
N
RESIDENCE
V /
#1020
Ak,-A
FFE - 10.87
R
,Gk
e',
T 84.97
W
O
O
-P
12®
t® I
IS'
00
W 13.00'
LOT 8
a
(f/T 0.1' vO
(r/T 013• E)
U
J
L O T
8
W
N
V)
J
O
I
•d�
_J
z
rc)
V /
N
(u/P o.Y
to
N
V /
Ak,-A
Il �3
R
W
"A
X06
,
Q
P
q�
N
Uj
>_
15;9
k
0�
, t'
6
/ •
�5 /
M1
6
0q6
L 0 T 9
STEPS STEPS
LLJ F`rii •,• •• ! •:i 138',
•y 7✓ ® i u •S 9 STEPS `� 7• >aa !(
S� '•,ay'.• • •r!� .. 6ry 4y_ ` ,�. 6a'yi*rr
(-7 O'o0`s ..•' ''•� / Rte, -'.. i.� q1 6�� tY 4'.ar�Y.
Qr'p � • , . •, � : LV T •
F�J • r r,L i s''• (0 A 1. N) �
NI' XO BI WALL
SL (%M Y l5�tEi�C R f7M)M v' $� 2,1 24"f(U >y 3' 137,88'(D) (S/w aegis) aqo ryy �6 157% UN
d- / q r (s/w 0.3' s) a 6• ok �. .,.
F!, ,..�1•: dd (u/L6..ts r, rr,lr SN& 58252' °t a •• C: 1s'(C)
'1' �•T�•.+~y • .L i' 9 � 1' F 7 '�f I',�`/' • g k9 '^5 "E T` Riti . '• 6 1 "
y.' (0 /A A S y6 OH 7.r5 P l •� (S/W 7.3' S) N833- 2'35 "W� ^ v�(� 6� 6y FCM 3X3 ry�6
6' • 9• •l WW �� ' W/(dAIL 6S (A`W 5 S) 4!V(C) \
TBM L IN N88'20'39 "W(D) 307.81'(D) k r
E EL = 6,57 ASPHALT ROAD y gOk6ry i U 1. s) kryry �g 4 -OH'N
• k•
U S ETa6q P01N T y�
_ R 0 A D
(C R 1 5 4
(R /W VARIES) CL SUNSET POINT ROAD BY R/W MAP +� -
yy' (SEE DATA SOURCE 5) ASPHALT ROAD
�� kq k66
y kk, kM16l kq
(B/C T.J' N) ®t 6"� 6'10"
""' '®' ..�....�.�... too 4me ® S88'21'29 "E(F) 134.06'(F) (B/C T.T' N)
SIR (FIT FW H SIR k�
0.2' u) L 0 T 6 kq 0 43 (G)
v li.
I v g1e 6' e10• e16' e16' e 8 U-
L W
O T 4 L 0 T 5 w A SUBJECT PROPERTY L 0 T 7 SIR o LOT 8 L 0 T 9
u 6g o% NITNESS PT
5901 SQ FT MOL N. . o
y�q aT k k� k5
0.135 ACRES MOL
SIR GRADE BREAK
r
O TNESS IT kk COHC W 15.OQ' (n
6• r''• BOAT RAMP LOT 8
N (f/T 0.3 E) CCNC
FOOTER y't� .y,60 •.�
•0 (Z . ...... . �.
CONC k16. •.' Op
sEAWALL6 / 0.T' W) ' L4 t.1
MHW LINE R E E K
\ \ ELEV 1.27' C
E IN L7 S 0 N c DocuNgOD AND LIMITATIONS 5) 6
s r �
Section 3, Township 29, Range 15 East
City of Clearwater
Pinellas County, Florida
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
120
V l
z
LLj
00
J Cn
w
�C.0
Uj L0 O
cfl
Q 5
Q
B O O -
4
ZzJ
P=YL`-�
'Q W Jj
O `J O
Q
J pri' U �
Uj
Z L0
ct
Q
0
Lj W d'
ck:� Ire)
Y � �
t� 0
W � �
Q
� U
� Q
U LLI
V/
Z
0
F—
t
UInn
Vl
E
APR 2 6 2001
L
I�
n
Q
1
R
L
1
U
J
W
N
V)
J
O
I
_J
z
rc)
V /
N
V /
Ak,-A
LO
W
"A
t, , :....
,
Q
n
Uj
>_
OJ
Q
W
LL_
C3
LLJ
0
LLJ
O
v—
w
o
Q
U
V/
Z
0
F—
t
UInn
Vl
E
APR 2 6 2001
L
I�
n
Q
1
R
Q
L
1
O
J
W
N
V)
J
O
I
z
rc)
V /
N
V /
Ak,-A
W
Q
L
1
W
N
O
I
N
�
Ak,-A
W
"A
t, , :....
,
Q
n
Q
N05 °17'06 "E
10.03
S89 °47' 2 "W
6.3
5.V-
rn
v) I
W
� z
Q,
W N
W
0
a
W
I
0_j
5 0'j $TILT --1
5.0' ' v,
4A f
co
•=rx � ( t •F
8.00' ' 18.00' I -
{ W < I .4T1 O O
% i 10.00 !n
N , N
(. ,. N 3.50
O
19.00' �- 24.00' �}' 19.00'
'.� o
.: 3axumx ° N O
-SILT;. h
FENCE
o
0 3.33'- . t
� 06 or j-r+ t t I
9 °55 E i',tr%',t:�'h - �;'- s :?%'�'.s� big
0 3.33'
N
N ' -SILT 19.00' 24.00'' 19.00
0 FENCE
., rn 0 `- HANDICAP
S89 052'30 "W 71.38 co
� °a D
6' HIGH DECORATIVE c'
WALL ADJACENT TO Z 0 .25'
PARKING AREA -�s o
00 Co RAD.(T1°I
J O
0
TOURIST ZONING 00 1s.o-- 24,00'-- I -19.oc
a o � _a
a_o 3.33' -
SILT p
FENCE 24.15' tpYp,>
r t �5,Ao
6' HIGH DECORATIVE T; max r' �a�aYas
WALL ADJACENT AROUND `� x
DUMPSTER ENCLOSURE
26'
MRAGE
0
5.
NEW 5.00' SIDEWALK
AND UTILITY EASEMENT 6' HIGH DECORATIVE
TO
S U N S E T P 0 1 N T WALL ADJACENT
DRIVEWAY
-- R O A D (C R 1 5 4) PROJECT
SHALL BEE 0
N ACCORDANCE
(R /W VARIES) WITH CITY OF CLEARWATER
CODE AND MOUNTED TO
ECORATIVE WALL
L 0 T
LINE TABLE
LINE
BEARING
LENGTH
L1
N88 °08'36 "W
1.06'
L2
N75'25'41 "W
23.09'
L3
S72'02'46 "W
28.63'
L4
S87'58'05 "W
30.66'
L5
S83'47'42 "W
33.87'
L6
p
18.58'
L7
I S68 °02'51 "W
0.39'
PROPOSED
CONC
•
(f/T O.S E)
ZONING
TOURIST
i
J
M
FOOTER
zo
LEVEL ONE TOURST
",
SEAV
SEAWALL
w �.
,,._..
,��
o
`:
I.
0-
L7
�-
CON &WOOD
G
2.57 AC.
Oi
•
Y °
Z
I
30
0
.25'
RAD.i
TOTAL ALLOWED BY ZONING
W
S T E
w °o
o
TOTAL UNITS
�-•
1 i= 5
Q o
z
O
i s
�auunes
N
Uj
SET BACK REQUIREMENTS
t
a
z
FRONT
5.8'
17.16' ALONG SUNNYDALE DRIVE
i 1
Ld
U
SIDE
5.0' ALONG EDGEWATER
10'
J
R EAR
9.9'
t
U w
0 3.33'
N
N ' -SILT 19.00' 24.00'' 19.00
0 FENCE
., rn 0 `- HANDICAP
S89 052'30 "W 71.38 co
� °a D
6' HIGH DECORATIVE c'
WALL ADJACENT TO Z 0 .25'
PARKING AREA -�s o
00 Co RAD.(T1°I
J O
0
TOURIST ZONING 00 1s.o-- 24,00'-- I -19.oc
a o � _a
a_o 3.33' -
SILT p
FENCE 24.15' tpYp,>
r t �5,Ao
6' HIGH DECORATIVE T; max r' �a�aYas
WALL ADJACENT AROUND `� x
DUMPSTER ENCLOSURE
26'
MRAGE
0
5.
NEW 5.00' SIDEWALK
AND UTILITY EASEMENT 6' HIGH DECORATIVE
TO
S U N S E T P 0 1 N T WALL ADJACENT
DRIVEWAY
-- R O A D (C R 1 5 4) PROJECT
SHALL BEE 0
N ACCORDANCE
(R /W VARIES) WITH CITY OF CLEARWATER
CODE AND MOUNTED TO
ECORATIVE WALL
L 0 T
LINE TABLE
LINE
BEARING
LENGTH
L1
N88 °08'36 "W
1.06'
L2
N75'25'41 "W
23.09'
L3
S72'02'46 "W
28.63'
L4
S87'58'05 "W
30.66'
L5
S83'47'42 "W
33.87'
L6
S82'56'56 "W
18.58'
L7
I S68 °02'51 "W
0.39'
GRAPHIC SCALE
TOURIST ZONING 3� W_mmff -�- '1 10 60
S U N N Y D A L E D R I V E
SIGHT TRANGEL- OBJECTS
IN THIS AREA MUST NOT \ -
EXCEED 30" IN HEIGHT 1
5.0' J
TR TMENT POND
0
27.00' _ 27.00'
O
-HANDICAP o'
RAMP +-3.00'
u o
n p
of
CW4 Ma viva V, MI X 4r �
`..;..a�r�` ,
"1 4 -f r ^? STORAGE
4-- r
C
�1
goo
/■o
■r■
RAMP
0-
Q
0
z
SILT
FENCE
_28.(
NEW 5.0(Y SIDEWALK -
AND UTILITY EASEMENT
un 25 AD.( Y
27.00' - 27.00'
3.00' 3.00'
HANDICAP-
RA
MP
12.0OM_ "
V)
0
O
0
-P
Iv
rn
I
m
0
0
ai
27.00' -
0
O
N 3.00' --
!
24.00'
3.00'
27.00'
snpoGE
PROPOSED 5'
�- SIDEWALK
- 14.00'
11.50'
6' HIGH DECORATIVE
WALL 1' FROM
PROPERTY LINE
TREMINATE WALL 4'
s EITHER SIDE OF
EXISTING TREES
. 0
0) LMDR ZONING
ri
_ TREMINATE WALL 4'
EITHER SIDE OF
12.63' EXISTING TREES
- 6' HIGH DECORATI' -
SILT WALL 1' FR(
FENCE _ PROPERTY LIP
85'
6' HIGH WOOD FENCE
IN UTILITY EASEMENT
TWO 150OW METAL
HALIDE LIGHTS MOUNTED
20' ABOVE GRADE
- TREMINATE WALL 4'
EITHER SIDE OF
EXISTING TREE
_6' HIGH DECORATIVE
WALL 1' FROM
PROPERTY LINE
MDR ZONING
SI LT
FENCE
6' HIGH DECORATIVE
WALL 1' FROM
PROPERTY LINE
J
TWO 150OW METAL
-- HALIDE LIGHTS MOUNTED
20' ABOVE GRADE
-5.85'
I
L 0 T
SILT
I
I
FENCE
4 L 0 T 5
v
0
Aq
t
PROPOSED 5'
% SIDEWALK
SIGHT TRANGEL - OBJECTS
IN THIS AREA MUST NOT
EXCEED 30" IN HEIGHT
45.(C)
L 0 T 8
L1
c R E E K
L 0 T 9
( IN FEET )
1 inch = 30 ft.
SECURE THE BOTTOM OF SILT BARRIER
TO THE GROUND AS NECESSARY TO
PREVENT EROSION
SCREENING SHOWN AS
NOTE 'TO CONTRACTOR: EROSION CONTROL MEASURES
REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION.
FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT
ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY SEMINOLE
COUNTY LAND DEVELOPMENT CODE.
SILT SCREEN
fHANDICAPPED SIGN
SEE INDEX NO. 119
CONC. WALK RAMP DOWN CONC. WALK
SEE INDEX NO. 109
WIDE
STR PE (TYPICAL) BLUE �- STR I PEE(TYPICAL) WHITE
1
Section 3, Township 29, Range 15 East
City of Clearwater
Pinellas County, Florida
U
z
M r
0a
_j (n Q I
r-
-
OLZO 10
LL_
Z � N
¢W
of CD
Ux��
�w�
t- Fz-
Z J
O
U z
Q ¢
0:� m
W I`
Z
W d
SITE DATA:
L 0 T
6
4 L 0 T 5
v
0
SUBJECT PROPERTY
L 0 T
7
w"
5901
SQ FT MOL
" °g hP.
Lij
_j
s,
0.135
ACRES MOL
GRADE BREAK
z .
V /
EXISTNG
PROPOSED
CONC
•
(f/T O.S E)
ZONING
TOURIST
BOAT RAMP
•�.
J
FOOTER
y;i° ,}60 .
�,
LEVEL ONE TOURST
",
SEAV
SEAWALL
w �.
,,._..
,��
`:
MOTEL
CONDOMINIUM
L7
�-
CON &WOOD
G
2.57 AC.
2.57 AC.
Y °
o°o
ALLOWABLE UNITS PER ACRE
30
V E N S
0
N
TOTAL ALLOWED BY ZONING
77
S T E
w °o
TOTAL UNITS
48
45.(C)
L 0 T 8
L1
c R E E K
L 0 T 9
( IN FEET )
1 inch = 30 ft.
SECURE THE BOTTOM OF SILT BARRIER
TO THE GROUND AS NECESSARY TO
PREVENT EROSION
SCREENING SHOWN AS
NOTE 'TO CONTRACTOR: EROSION CONTROL MEASURES
REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION.
FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT
ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY SEMINOLE
COUNTY LAND DEVELOPMENT CODE.
SILT SCREEN
fHANDICAPPED SIGN
SEE INDEX NO. 119
CONC. WALK RAMP DOWN CONC. WALK
SEE INDEX NO. 109
WIDE
STR PE (TYPICAL) BLUE �- STR I PEE(TYPICAL) WHITE
1
Section 3, Township 29, Range 15 East
City of Clearwater
Pinellas County, Florida
U
z
M r
0a
_j (n Q I
r-
-
OLZO 10
LL_
Z � N
¢W
of CD
Ux��
�w�
t- Fz-
Z J
O
U z
Q ¢
0:� m
W I`
Z
W d
SITE DATA:
�../
W
¢
if
w"
n
�
Lij
_j
O
V /
EXISTNG
PROPOSED
ZONING
TOURIST
TOURIST
PROPOSED ZONING USE
LEVEL ONE TOURST
LEVEL TWO TOURST
w �.
USE
MOTEL
CONDOMINIUM
�-
PROJECT AREA
2.57 AC.
2.57 AC.
Y °
o°o
ALLOWABLE UNITS PER ACRE
30
30
o o
TOTAL ALLOWED BY ZONING
77
77
w °o
TOTAL UNITS
48
77
Q o
z
Uj
SET BACK REQUIREMENTS
a
z
FRONT
5.8'
17.16' ALONG SUNNYDALE DRIVE
o
U
SIDE
5.0' ALONG EDGEWATER
10'
J
R EAR
9.9'
10'
U w
`°
V_
MAXIMUM BUILDING HEIGHT
35 -50
35 -100
BUILDING HEIGHT
20' +/-
75
U
PARKING
�?
PARKING REQUIREMENTS
1 SPACE PER UNIT
1.5 SPACE PER UNIT
--�
TOTAL REQUIRED PARKING
48 SPACES
116 SPACES
L=
,`n
PARKING
48 SPACES
117 SPACES
z w
r'03
PROPOSED H/C PARKING
2 SPACES
5 SPACES
o
¢
OPEN SPACE
o
BUILDING AREA
18880 SQ. FT.
43,065 SQ. FT.
w
POOL AND SIDEWALK AREA
8970 SQ.FT.
7,734 SQ.FT.
LU
PARKING AND DRIVES
23486 SQ.FT.
16,465 SQ.FT.
o
w
TOTAL IMPERVIOUS AREA
51336 SQ.FT.
67,264 SQ.FT.
TOTAL OPEN SPACE
45883 SQ.FT.
44,685 SQ.FT.
J
OPEN SPACE RATIO
54%
39%
° rZ °'
w
'
0-•
Of: O
C�
0- L---
w
12 W
W
W Q
NOTE! Concrete to be 3,000 psi
z Q
-� 2 -1/2' rein �+- 2' rein 0 �; E-
_ V)
% T_ T � N . �
W � Q
•II ' � II n.U)w
L01 J) to �z�0 �►J
W W W F
7 -3/4' #3 Bar 7 -1/2' #3 Bar i � LL (�
Typical Typical W 0 W O
TYPE A TYPE C 0 O� J
W0 o N
J t(%
WHEEL ST -R,_, _DE.TAIL--
V
i APR 2 G 2007 � 3 �: o•;
�../
W
¢
if
w"
n
�
Lij
_j
V /
12 W
W
W Q
NOTE! Concrete to be 3,000 psi
z Q
-� 2 -1/2' rein �+- 2' rein 0 �; E-
_ V)
% T_ T � N . �
W � Q
•II ' � II n.U)w
L01 J) to �z�0 �►J
W W W F
7 -3/4' #3 Bar 7 -1/2' #3 Bar i � LL (�
Typical Typical W 0 W O
TYPE A TYPE C 0 O� J
W0 o N
J t(%
WHEEL ST -R,_, _DE.TAIL--
V
i APR 2 G 2007 � 3 �: o•;
5h
F.D.O.T. HANDICAP
RAMP INDEX NO. 304
120
MITERED END SECTION
INVERT EL. = 8.00
1
6� E585 6f)6
RUA
N89056'04 "E
SECTION 8B
1 ?
FDOT DROP INLET Section 3, Township 29, Range 15 East
TYPE "C" INDEX No. 232
WITH TRAFFIC GRATE City of Clearwater w
TOP EL. = 11.00
INVERT EL. = 7.10 Pinellas County, Florida a
MITERED END SECTION MITERED END SECTION o CO
FDOT INDEX No. 273 INVERT EL. = 8.00 � co
TRENCH DRAIN UJ� 2f L0 Q
INVERT EL. = 8.00 INVERT EL. = 8.00 Lt P-3
D¢� �-
Q
zz0 d�-
S U N N Y D A L E D R I V E C-)
U IY � N
�1 3 �0 f) 6� a 9 �1 F=- ¢
F.D.O.T. HANDICAP P01,40 d R0'rR"NRAN CALCULAI'1003 Z z
gREMOVE EXISTING CURB AN REPLACE WITH F, D.O. TYPE "F" CURB INDEX N X200 5 RAMP INDE7� N0. 304 TREATMENT VOLUME_ o -' QQ O
UN f! :sgl!ti4ZAIN $I''rc"'Oi3&'I.'kTif..i14 U J �-
PROJECT AREA 2.43 ACRES
323.90 8 8" CLEAN s L NIC-T � OF U��'D RI: ?��' 9 0'3 :0 FEET' j .J V
8 _ �� TREATMENT FACTOR 1.0 OVER PROJECT AREA 5.42 Fj L.,T P, �UR Q ¢
Y . :.•.:;,:... ., fy a;. ,r h TOTAL REQUIRED VOLUME 2.43 ACRES X 1.0" = 8821 CU. FT. s� �A`UE � m
U.
y;,.. t•3,,fl.F.. ',./r 2"f. "N ,.2.; - _,.... /. t"1:. ,:. T.a WIN-, in..S.u. ,i¢r..T: •3yr .J..;t}.: ..Si'T'' +;. x ?.. OJ• '��...,,: �K�+ .. r'3Y r'x';;
v •,.;• >.d.f:, :�: �.:. >�Yq.z s,r.. g� = cgs:. ,,.. ts�h ,x d..:.: f >J -� r °_;< r• TOTAL STORAGE PROVIDED 9925 CU. FT _
U a1't31 .s tK,r.X; .�Q FEET W
p��o g 055 I't:Riti1 [tF1 iy$x,Ts 3 w d-
9 t. -. STAGE STORAGE: C.0 .-
�r
9 ° - 1 ATa� I IT'i a , 9,00 FEET
/ 8-•-•� � ELEVATION VOLUME POND 1 VOLUME POND 2 Rkyr�,,, .
" SECTION BB - o� o� 1 9.00 - 8.00 5624 CU. FT. 2020 CU. FT. POND F.>U tOM Et_01A i0N' 7.00 FE'�T Q
32 L/F OF 12 s r?l fE .:�.' n - 5
� 8.00 - 7.00 2281 CU. FT i.11'1UERCTI^�' �.'Id C; �.?�T�' rF .� `: _. r �' K. f.� FEET
P.V.C. 0 0.0% {: " _ 9 8 8 Zr� O�� r 3 r �_ CUBIC _ �
5 IRSFATMEEt t VOILUMI 7,64'5 FEET
6' HIGH DECORATIVE
i -ht:,A ea ?Fa VB'M aA` #.aeFRAFY tSarkrvdvi$Ri-nt xf•:.S% ^F'A r, :-(4 ht•',.kea F::n£A- S ?,R,<34 R•kr: a.r Cfr4d Ydr.y'042.
o �I ;llw WALL 1' FROM
S+9.v �� ' >> >� 0 >> >� �o \wcc PROPERTY LINE !N 4ENAIEN t.L r.t �s* ,D € INCP'..€ MEAD o-
�O t� SO S 0 9 SO // S /tl ,� � "\
Z 5�, TREMINATE WALL 4' ; tiol POND BOTTOM y
x >> > i 45 L/F OF t5" ���'��� �o EITHER SIDE OF STONE 2 .vJ 3r5 _ oG r-)
o �• EXISTING TREES i, �<,: 1911.13 o
a d S 7.. ' Q to
0 15 v� O /6N
2s t t R.C.P. 0 0.2% Y
Y1 6 OO�ti -� CENTER LINE GRADE 0 0.20% -- _ , �,�'� 3 z5 (!� (/� ¢
CENTER LINE GRADE 0 0.25% O 1'- 1' - 00
d W �� T 56 ���rrr >> X W -7.00 ? C� LC)
T ! 3 g " 00 ,4 7.60 2 � S
W oo ° I , 3 _J p
w Z 9 O 6.75 0. s 1311.13 J CO
° ' wo I] - - wh- ,3k§X4i-h ^.ahY @P.e;lfr•: %.t'd ^K'n'k ct2+�. #d trh Ck�'.t OA + >a bil4i; -h S+' :�t 3-t Sdx41v'ata•i-Y 4dg #hY•: .'.� '
lY 0 O ' 9 j '! / `'' 1 Y i4 t °; °PST L ;Niie
Q 0 Gj o 1 to rt} IMPERMEABLE LINER MCF 12 12 30 mil ;r r � g „e.} ) ,
O ? w� w ��' S,a • s �� �� SO ,...I_ �� 10�g `SO OR EQUVALEN7 IMPERMEABLE LINER MCF 12/12 30 mil FF1 T i_EI Fw i 1 L.T . U
Z pr W O_. _I NN 1 1 -
1 w
>c ~ Q -° - ~ - 0 - WRAP AND STONE WITH F:c z
_ I TREMINATE WALL 4 05 ��, ,o _ .� w
C] ��. kw 1 a0
I 1 3.:25 .31
g U k F � -�" EITHER SIDE OF r° MIRAFI 14ON DRAINAGE FABRIC � U ?y U
z gig' I ! wl, 7f, BY. Ag I T 9 .! E .ti4. ��`� ! -. ,r_k. STORAGE :.,: (OVERLAP FABRIC) Q
.,. W- <� l ! P STORAGE j _,Y[1G!£ t;rL `l1fVb 1 I �.5r1 3 {2 3.2: 4.^ �/ _J
- •e ...r.. ( ��..�. .- � -; EXISTING TREES .2:.. �-,- -;•�• -'; 2
Qp J �g� ..r __ C..S. ��� f.�. .; i�. ��$ Y ^¢ .l 3 sJ 3.2:5 1.30 W
°�� 6' HIGH DECORATIVE WITH 6PERR0INATED PVC -.j;` 'V - 3 3:50 :_, s , �� tats --�
U z '' ; ° ° WALL 1' FROM GUARD SOCK s :;F 3010 ;�. 5 0.9CC U
Ilk w ro PROPERTY LINE --� SHWL =4.75 01 3.00 31,0 FDOT DROP INLET c o INVERT _ 4.50 3. ,0 3.:rC y 0TYPE "C" INDEX No. 232 s 4 i
,s.
l •.r•, •q- Hn'.- a5'tSo-Nn hn+;s Cbti•zYr:.<b'u44wS'lu`t•wa.0 .'•u t•S ko-t-wFx.xfiGik kkr R>: f.: +5. t.£t ROdbt wLY:- cxkS'k0 Z31E2^I:`xC
F GRATE NO 1 06 E t 2 r �� ,° 0 IN ERT =4.25 r -! O Lii
WITH TRAFFIC G E 5 7 � o, ti ° � , 2 v a I
I N89 °46 23 W 84.97 � g. Ia Ci�vx� ��.
10.03 ►- •r El
0J si �: FFE� PER gaOIJR TOP EL. = 11.00 0 j
INVERT EL. = 7.10 ( co h ° 00 v o FILTER MATERIAL TAMCO 20/30 SILICA OR EOUVALENT
r ",1,r le 6 9 ?,ti WITH UNIFORMITY COEFFICIENT OF 1.5 OR GREATER &?3,E ^
S89 47 32 po e b� �/ ° 6' HIGH WOOD FENCE hti , , �,; 3C }_.. LO
MITERED END SECTION 06 mrF g U t q• EFFECTIVE GRAtN SIZE OF 0.20 TO 0.55 mm DIAMETER :54..,.9 «-
FDOT INDEX No. 273 6.35 o • a` >> q� g� UTLITY EASEMENT WRAPPED WITH FILTER FABRIC. 2 7�:3.s I,,)
{� L,•� r. LLJ ' � zW 1 .�50 50 L/F OF 18' •`SO '�
INVERT EL. = 7.00 w A -1 m`0- R.C.P. @ 0.2% 0 ° k .r5
30 L/F of 6" a �-r a6 POOL o �-- ¢
,� smra 0 ° ¢ 1. PVC PIPE SHALL CONFORM TO EITHER ASTM F758 OR ASTM D3033, EXCEPT THAT THE SIZE AND 375.35 1x 3 sn ,aa fi.70
FDOT DROP INLET UNDERDRAIN WITH a Rs O 5 e F o a a 0: TREMINATE WALL 4' ARRANGEMENT OF PERFORATIONS SHALL CONFORM TO THE DETAIL SHOWN HEREIN. 4 3T3.:�3 O w
STONE COVER cc `� 9 U 2. DIAMETER OF PERFORATIONS SHALL BE 3116 TO 3/8 INCHES. js� 3� ;.132 •qZ 1 �.7;e W �. 0
TYPE "C" INDEX No. o0 9y W I EITHER SIDE OF J
(SEE DETAIL) o p; �-- $�• `5• ,� z � 3. LIME STONE IS NOT TO BE USED IN ANY PART OF THIS INFRASTRUCTURE.
5° _ EXISTING TREE � w
r� 111; 5. .
Q :: Qr d 0' 9F °' 0 00 ,Se:� caste: xsrrWGVa�a xaa 0 W
WITH ALUMINUM SKIMMER z :.- ti � > > J li�wii!" ?a
TOP EL. = 9.00 �G o 6' HIGH DECCf ATIVE o
» -., ° s,
18 RCP INVERT EL. = 3.36 `�� 9. �9 z WALL 1' FROM
UNDER DRAIN DETAIL UNDER DRAIN CALCULATIONS
>+ v 9' '`� PROPERTY LINE oa° W
6 PVC INVERT EL. = 4.50 '� I ° �; I� a $ �� i�o a; -t T.., " to w 5.0' MIN._ !? N.T.S. o �
TOP OF o6 ��� ��5 z �• 'v h bo 1 O N.T.S. z _j .yJ
0 9
SKIMMER EL. = 9.50 rn x- �! 9• �� � �6 9ya �� , p a6 y y ° U
ss.- ' •y 9 Pc 9? 9 !- _�r... 0 N J W Li Li.. BOTTOM OF rn W ;7 '`0 a �� `so y °� `� o�, ? 3 J w
�' N 50 L/ OF 18" ,�', ! S O N Q <
SKIMMER EL. = 8.50 v? z 5.0' MIN. w o VARIES � {---
£'Z RCP. 0.4% _
4 ', I f F f . j -� _ 1 a. ;, .. �- `j•-- If.114-H - l �. r*1 !,3 = S OD j W 0-
t i (i` 1 ,[ I..M fy _ >- (1 F- �-
- -r t ,- _ r, 3 J 0 ��,J..�, TOP of BANK ELEV. 9.5 a
w Q VARIES
09 9.119.05 5 >> 9.79 N o 161 O = ,
Water Quality ELEV. 9.0 ay
9� 9 S 9.820 o ��� 4 , ,1' , 1 °� � a a� Q
�.. ° O � o� , 6 O 'h0 `� = r!! SOf SLOPE 4:1i�
6 �i S89
52'30",071.3 8 a ° `� o� �_ a� „+rib,a�,,aVay, so D t��`
SMRAGE , O' �O' .�,�1! < TOP OF BANK ELEV. 9.5 ��" .�• SOD 0--
a� a l o a J%
W 0` �5, 0 0 0 rl ti� a� SIDE SLOPE 4:1 SOD a
W g� SLOPE 4:1-x' Water Quality ELEV. 9.0 �'' ay SIDE SLOPE 4:1 C�
QSTORM MANHOLE co Q �O �O %p ��� y, ay �Jo POND BOTTOM ELEV, 7.00 a� z
Z FDOT INDEX No. 201 v o w �''. u'� 's o�, SOD �, SoDa SIDE SLOPE 4:1 aYi a� Q
-- >v O W s0 ,6 e-11
jSOD POND BOTTOM ELEV. 8.00 yy� S00 ay = Q
e �� RIM EL. = 9.20 w z 90 SIDE SLOPE 4:1 � SOD
0 Q w INVERT EL. = 2.80 3 0 _ ::3 °, o sib, 9 a
>- Ce 6 HIGH DECORATIVE °
WALL ADJACENT TO h1 w o 9 ery /1 I J 0 O
: 3 PARKING AREA o $?i >> U >>s$ y6 V
cc: i� 105 L/F OF 18 "-J �' ,o0'cy� ° POND SECTION AA = `�
R.C.P. 0 0.4% b6 tiT POND SECTION BB (�
N.T.S. W
LLJ I 10'x20' DUMPSTER .J 0 �12� 990 zco 061 FDOT DROP INLET 6y N.T.S. Q ENCLOSURE �, 9 TYPE "C" INDEX No. 232 0' _
Q STORM MANHOLE � �'� � o� 90� e� �• WITH TRAFFIC GRATE W Q tip
FDOT INDEX No. 201 132 L/F OF 16"
��6 0 ''o 6 E T D.t.p, 00o.2q �b�o TOP EL. = 9.50 W C�
RIM EL. = 7.00 0
0 o R I , INVERT EL. = 7.66
W INVERT EL. = 2.38 �.�' � '� �o• GRA E � t`Oq ,o ti � 5 } U
STORM MANHOLE '° o- J/' $ re TORM MANHOLE W Q Z
0 FDOT INDEX No. a 6� II ^ °' ��'J �9ti FDOT INDEX No. 201 ° ul � N r u) n o 3
W RIM EL. = 11.02 _ . > f 9 96 1 10 °j RIM EL. = 7.87 pd° co rn rn V) Q
a INVERT EL, = 1.65
61: W > > > > > > > >
INVERT EL. = 7.40 .- ,. ' � ��:��: f , .• .� ,� �9 Z U Q �
w W w w w W w 0 M�
��� 5.84 6 1 3 4� i I( �0 ' W W W J W W W J W '- V
j (o Mca'i U 7- (�0 r0 W W J W Q CL
I REMOVE AND REPLACE EXISTING h SEE VERTICAL°• CUR 35. $$ ° !L 3 r Q w > U o (�
CURB WITH F.D.O.T. TYPE ' F' �,. y. ��'.. >'R .., o o W Q U o F O.
DETAIL FOR ENTRANCE �_/ �• ti �� NOTE: DIMENSIONS REFER TO ENTRANCE DRIVEWAY U o ° -
INDEX N0. 300 a GRADING AND DIMENSIONS TOP OF -� a o ti w z CO !,_ in w ~ `� w w F- �' in 0
6 0 F.D.O.T. SEE PLAN FOR PARKING AREA DIMENSIONS z X z
5 (R /W VARIES) 5. PIPE EL. 2.98 -� J ° ° w ° � o a z ° J U W Q
a HANDICAP ° 9 ° U Y o rr a° o Q� z
RAMP INDEX N0. 304 9 .- N. eti 3 !- !� (n W
S N S E,, P O N T R O A D ( C R 1• -Z 4} 88 L/F of 14 x23 TOP OF _ 24 c m ° U � z Z - F- Z
1 a6 PIPE L. 2.88 " z Q o w Q
�. �6� E.R.C.P. ��0.4% � ,9 6 - 12' -- 12 w co z = U Z
_ a p Q 0
n• U O
6 PER GRADING PLAN - - PER GRADING PLAN a W Ln
-' ---- 1,20' 3.52 V) 2 U) Q N
L 0 T 6 as'(c)
16.40' 5.00'• 17.24' '- -"- 10.35' i � > U h N
1.00 W 0 W
0
L 0 T 4 L 0 T 5 $ SUBJECT PROPERTY L O T 7 L 0 T 8 L 0 T 9 r2t.12 % VERTICAL CURVE U J
g• g BJE T O MOT 6 c • 6' 3000# CONC. WITH FIBER MESH ADDED
,9 ,ts�nwuL c. RAD. 150.00'
ey w) � : ; azApe eAr:,vc 6" THICK WITHIN RIGHT OF WAY OETLA 14'55' d' d'
y 0.135 ACRES MOL .' 8" BASE (LBR -40) (98% T 180) TANGENT 1 '55' (� J Q 0 N
$ "'r 5' SIDEWALK
t•••':• ewr w"ctua C0f70 38.95' r-
tv7TO.Y CONC y 6 ALTERNATE: 1 -1/2" ASPHALTIC CONCRETE SURFACE COURSE (TYPE S -1) 1/4" PER FOOT ARC 39.95
6 voo,vt g. . L3 L2 ( )
a +� s - 6" LIMEROCK, 6" SOIL CEMENT BASE OR 6" CRUSHED CONCRETE BASE 98% T 180 SIDE SLOPE TO ROAD In
Sw1 0.�y""�� - ,,,,,. 8" COMPACTED SUB GRADE (98% T 180)
°�, �:.;:� 1•?7" VERTICAL CURVTwJN; J
.0010 i/ L7 caDOC N000
PAVEMENT SECTION `�R�I�tCE_ Q
C N.T.S. i
ND SECTION R E K ON SUNSET ��I,r\ �- ��ROAD • �, !I I u�
•
0 N FDOT INDEX No. 270 SCALE: 11�, =�0
N S APR 2 6 2007 1 o
S T E V INVERT EL. = 1.30 ,
0 MIN
EXISTING
FIRE HYDRANT
EXISTING SANITARY MANHOLE
RIM EL. = 8.26
EAST INVERT EL. = 4.31
N.WEST INVERT EL. = 4.10
N05 017'06 "E
10.03 J
I
S89'47'32 "W
6.35
r.
rn
Lo
w
QW
Q,
N 89.56' 04 "E
Ex
a, o
Sim
I -
-� '�
� e
N I
Z
S89.5 '30 "W 71.38_.
�k 5'TtFKtztir
II o
J
00 I 1-1 CIE
00
()� _
I
I
-- SLEEVE AND VALVE
r�
PROPOSED 6" DOUBLE
-�
S U N SET
I
1"-
WITH LEAK DETECTOR
00
Q
10 L/F OF 6" C900 DR -14
J w
Ici
CLASS 200 D.I.P. FIRE LINE "� ---- -�
0
6" C900 DR -14 CLASS
W
44• �`,
M
O
-p
6" C900 DR -14 CLASS
1
0
200 P.V.C. FIRE LINE
-
s
EXTEND OVERLAY OF 10.00'--
W
EXISTING ROAD 10.0'
I°
�3:
WEST OF PROPERTY
Ilk
I
LINE
r
W
EXISTING
IN
I
FIRE HYDRANT
I
Q
w
NEW 6X6 TAPPING
f
c3�
SLEEVE AND VALVE
't` �� +4
F
h
fyC
L
W
ze
o
v
O
w
Y
00
fir; I
I
w p
Sn
#v' .
Lcl I
O
w
GJ
_
I
Of
Z
a
mo
�,-CS
Ls
55'06 "E
W
N 89.56' 04 "E
Ex
a, o
Sim
I -
-� '�
� e
N I
Z
S89.5 '30 "W 71.38_.
�k 5'TtFKtztir
II o
J
00 I 1-1 CIE
00
()� _
PROPOSED 6" FIRE SIAMESE
-- SLEEVE AND VALVE
LU Uj
PROPOSED 6" DOUBLE
-�
S U N SET
CHECK VALVE ASSEMBLY
1"-
WITH LEAK DETECTOR
00
Q
10 L/F OF 6" C900 DR -14
J w
Ici
CLASS 200 D.I.P. FIRE LINE "� ---- -�
0
6" C900 DR -14 CLASS
W
200 D.I.P. FIRE LINE
M
O
-p
6" C900 DR -14 CLASS
1
0
200 P.V.C. FIRE LINE
-
s
EXTEND OVERLAY OF 10.00'--
W
EXISTING ROAD 10.0'
I°
�3:
WEST OF PROPERTY
Ilk
I
LINE
r
W
EXISTING
IN
I
FIRE HYDRANT
I
Q
w
NEW 6X6 TAPPING
f
c3�
SLEEVE AND VALVE
't` �� +4
NEW 6X4 TAPPING
i s�
-- SLEEVE AND VALVE
J
xr.d
S U N SET
r
00
0
0
S U N N Y D A L E DRIVE
323.90
8
u
I
S'Tnt2R
CJ
0
0
�T1
'f �
ST li 1
UR6 E
- ` - - - - - - - - - - - - - EXISTING 8" SANITARY SEWER � _
N89'46'23 "W 84.97 TO REMAIN
I
11
a
J
10.00'
I
I
I�
r
00
10
k
Ici
,
0
Ij
'f �
ST li 1
UR6 E
- ` - - - - - - - - - - - - - EXISTING 8" SANITARY SEWER � _
N89'46'23 "W 84.97 TO REMAIN
I
7 I
GRADE BREAK
r
I
10.00'
I
I
I�
I°
LO
10
j
Ici
,
0
Ij
O
o
i n
M
O
-p
I�
N
,n
Q
s
I�
m
I°
�3:
L-
Ilk
I
r
W
w
IN
V)
I
Q
w
f--
(
l
F
ry
L
W
I
o
v
O
to
N
I
z
_6`C900- -DR. -14 CLASS
200 P.V.C. FIRE LfNE ^-- ......
_ 4" (900 DR -18 CLASS '
r� rrrsra- rf `1'P �! G •.`�1AT1» R MAIN
e 135.88
:J•''��ER, I a c r Yl s r x:P F'i 'ti..�{
a ,} rx ..` r•+ 1 r� 3s. r s ti .f Y i. ,r i x^^�- - �,.._� Oil"
L k
r
e
,
.Y
f
t S <
�S ay,� `+�•[j, � •{' \ S � /iu �v. �t 1pk�' Pi 1�x ,j �c' ,S)
Y,L!,"s Q �u�:.:T:$`* 11J�kI'•tl.w
�� 7 -c.y;; "'S<� �..: •c e �,Ty ' 4j� s x.. � �T�,� :y,
kTACi,EX�S
x�Q'� xi. v�F l� ''c Tx (Yf s. 1 a. ^�-c �; ii. T * ✓> 2 t < y { . .1
�tr 7t�.y. �. 'S �` �' s s,rK,,� s ,� i � Y � ,Y ,�. , ,� �, ;. -. - � � rfJ•�f .V {: `'.i ;;}
PLL2E —"ER
OPEN CUT ROADWAY AND - -� L 0 T 6
REPAIR ROAD PER PINELLAS
PINELLAS COUNTY HIGHWAY
DEPARTMENT SPECIFCATIONS L 0 T 4 L 0 T 5 SUBJECT PROPERTY
o W 5901 SQ FT MOL
0.135 ACRES MOL
EXISTING SANITARY MANHOLE " " "� ?T
RIM EL. = 5.30 r`�` 03 FAR �
INVERT EL. = -0.08
N.WEST INVERT EL. = 4.10 S`�LL csE�wAu
u.r wJ L6 L5
L7 0000 & WDW
COOK
S
T E V N S 0 N
L 0 T
7 I
GRADE BREAK
r'
CONC
tiAAT RAHP
Z
LO
W
>
f •m
i 9 .16TI
SANITARY DOGHOUSE MANHOLE
RIM EL. = 10.95
E INVERT EL. = 5.27
S INVERT EL. = 5.17
JACK AND BORE 35 L/F OF
12" CASING UNDER TREE ROOT
SYSTEM FOR 8" DR -35
SANITARY SEWER
EXTEND OVERLAY OF
EXISTING ROAD 10.0'
WEST OF PROPERTY
LINE
OPEN CUT ROADWAY AND
�— REPAIR ROAD PER PINELLAS
PINELLAS COUNTY HIGHWAY
DEPARTMENT SPECIFCATIONS
SANITARY DOGHOUSE MANHOLE
RIM EL. = 4.8
N INVERT EL. = -0.68
E & W INVERT EL. = -0.78
54 T_' SEWER
u'(c)
L 0 T 8 L 0 T 9
L1
C a E E K
Section 3, Township 29, Range 15 East
City of Clearwater
Pinellas County, Florida
GRAPHIC SCALE
30 0 is 30 60
( IN FEET )
I inch = 30 ft.
C,L FRAME & COVER
31 U,S, FOUNDRY #195 W OR EQUAL
j
APPROVED BARREL JOINT SEALS
ARE "O" -RINGS AND "RAM - NECKS"
TWO CONTINUOUS RINGS AT ALL JOIN
ALL JOINTS SHALL BE SEALED.
I -
4' MIN,
112' MIN.
2 " /FT, MIN;
GROUT FLOW CHANNEL
CONCENTRIC CONE (FLAT COVER
\ ON SHALLOW MANHOLES 0' TO
l 4' DEPTH)
STEEL REINFORCEMENT
I 5" MIN. WALL THICKNESS
TYPE II ACID RESISTENT
CEMENT 4000 PSI
�— GROUT FILL OPENING WITH
NON - SHRINK MORTAR
2' JOINT IN PIPE ENTRY
(TYPICAL)
PVC PIPE REQUIRES MANHOLE
ADAPTER COUPLING BY FLO
NOTES CONTROL, INC OR APPROVED
WATER STOP COUPLING.
1, MINIMUM CONCRETE COMPRHENSIVE STRENGTH: 4000 PSI228 DAYS
2, DESIGN LOADINGr H -20
3. BASE SECTION IS MONOLITHIC
4, MANHOLES SHALL HAVE AN INTERIOR AND EXTERIOR COATING
PER SPECIFICATION SECTION GS -10.
DOGHOUSE MANHOLE DETAIL
N. T S.
U \Z
z
UJI
00
Lu
ozLOo
Q Q M
120 2-1
�i Q
� C1
ZzJ'd'
(Q W Lu rl-
O-'W O
Uzw _
Q U �
W�
Z L0
W L0
L3
W .4.
0
J Q Q �`
Lu
w
= O < V_
LLJ
U
Z
LO
W
>
M
Q
0
�
Q
O
L_Lj
�3:
L-
LLJ
w
F--
D
=
W
f--
LL
ry
L
W
o--
v
O
= z
_J n-
(n � W
E -- t)
W
Q
U)
ZU Q
0 I-
W
� D �
�n 0
UW Q
(� Ui W
D i-- Z L W Z D 0
W W F
N
j > U LL
W
WO 0 � N
Q
C1, '
n
tttrr`'
RING - HALF PLAN
CL1
° -- 36'
23'
---- 21'
Machined Surfac -e7
01
L
CJ
n
Pick Hole
4 Required
APR Wq �
USANITARY�
❑ ❑ ❑ ❑ ❑ ❑
S E W E R❑ Non Skid
Required ❑ ❑ ❑ ❑ ❑ Pattern
Required
❑F L No
SOLID COVER
RING - SECTION
Minimum Weight 7" 232 lbs.
9' 278 lb s,
NOTES
1. Where roadway base is 8' or thicker use 9" ring,
all other cases 7' ring is permissible,
2. Manufacturers model of storm ring and cover to
be approved by City Engineer,
d- Q
\ (U
(7 L
I
I---
22-3/4' -I + o
Machined Surface
SOLID COVER SECTION
Minimum Weight 128 lbs,
RING - HALF PLAN
N
L
o - 36"
z
`r 23"
21"
Machined Surface
L
O
r
Pick Hole `,D
4 Required I _ --
�PR W9T
CU S T 0 R M
❑ ❑ ❑ ❑ ❑ O
S E W E R Non Skid
Required ❑ ❑ ❑ ❑ ❑ Pattern
Required
❑ F` L P 0
SOLID COVER
RING - SECTION
Minimum Weight 7' 232 lbs.
9' 278 lbs,
NOTES
1, Where roadway base is 8' or thicker use 9' ring,
all other cases 7" ring is permissible,
2. Manufacturers model of storm ring and cover to
be approved by City Engineer,
3, Perforated covers, when required shall be simiilar
to solid covers,
� (lJ
M L
I 22 -3/4' � �I' °
1
Machined Surface
SOLID COVER SECTION
Minimum Weight 128 lbs.
4' Drop at All Drives 4' Drop at All Drives 1" Drop t
p Wearing
2'R All Drives Surface
5" 1"
N p
1 -1 /2'R Wearing Surface 2 3 "R Surface 3/4 "R
J y : ':�:
A :: \
/ :.'�,.;4 ::..,....p• '' " p.: d:: Base
/ ' Q.: Bose
,. :a
cv
r, Base / ':
CL `i. Compacted.
� j 6 ". 24' �. Subgrade
Com acted . . . . . . . . _I Compacted
p Subgrdde
// /// NOTES:
1, THERE SHALL BE A 1/2' VALLEY u U T T E R CURB
NOTE, WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS SLOPE SEAL JOINT BETWEEN BACK
OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE OF CURB AND DRIVEWAY,
ADJACENT PAVEMENT AND THE THICKNESS OF THE LIP SHALL 2. CONCRETE IN CURBS SHALL
STRAIGHT CURB BE 6 , UNLESS OTHERWISE SHOWN ON PLANS, BE 3000 PSI.
TYPE I CURB
TYPICAL CURB CROSS
SECTIONS
NOTES,
NOTES)
1, THERE SHALL BE A 1 /2' SEAL JOINT BETWEEN
BACK OF CURB AND DRIVEWAY,
2. CONCRETE IN CURBS SHALL BE 3000 PSI.
1.
BACKFILL FOR TRENCH SHALL BE PLACED IN 12' COMPACTED
5. SURFACE TO BE CONSISTANT WITH EXISTING SURFACE
Match Existing if
LAYERS TO 100% OF MAXIMUM DENSITY AS DETERMINED BY
AND THICKNESS) WITH MINIMUM OF 4f , TYPE OF ASPHALT
Non - Wolking Surface
A,A,S,H•T,O, T -99, LAB REPORTS ARE REQUIRED,
TO BE IN ACCORDANCE WITH PINELLAS COUNTY ASPHALT
SPECIFICATIONS.
2.
BASE MATERIAL SHALL BE PLACED IN 6' COMPACTED LAYERS
6 "-
Lo
TO 98% OF MAXIMUM DENSITY AS DETERMINED BY
6, OVERLAY OF CONSTRUCTION SCARS TO PAVEMENT AND
1' City R/W
A,A,S,H.T.O, T -180, LAB REPORTS ARE REQUIRED,
TRENCH WILL BE REQUIRED AS PER ENGINEER OR INSPECTOR.
3.
AS AN ALTERNATIVE TO COMPACTED BASE AND IN WET AREAS,
7. LABRATORY TESTS SHOULD BE FORWARDED TO,
FULL LIFT P.C. -II ASPHALTIC CONCRETE WILL BE PLACED
PINELLAS COUNTY HIGHWAY DEPARTMENT
I _Remove Bock of Curb J
IN 2' COMPACTED LAYERS TO A THICKNESS OF NOT LESS THAN 6',
22211 U,S, HWY, 19 N.
¢
join exist back of curb
CLEARWATER, FL, 34625 (PHONE 464 -8900)
4,
ASPHALTIC CONCRETE PAVEMENT JOINTS SHALL BE
Li
MECHANICALLY SAWED AND LL SURFACES TACK COATED,
LLJ
12" Textured
1 "� Max Slope
SURFACE
Back of Curb
3000 psi Conc 4" Thick. Constr.
„
(SEE NOTES 4 & 5)
�.�
, .:. • r
6 Thick at Driveways with
BASE 1�2 TIMES
!•.
`—
W
U
6x6 #10 Welded Wire Mesh.
�
'.
EXISTING BASE (9' MIN,)
Remove to an
See Note 7.
�1/2" Expansion Joint
even joint or sawcut
(SEE NOTES 2 & 3)
SECTION
B -B
NOTES:
TRENCH BACKFILL
— 1' 2 (SEE NOTE 1) 1
ALTERNATE II f)
Varies
REPAIR OF PAVEMENT CUTS
Design was taken from a Pinellas
County Standard
Flow
•-
Tapped F(or)get
Ball Valves
90' Brass E*--.-4
Brass Nipples Backflow
(Typ,) Preventer
t
PA °C DCTAIL
-'--Topped Flange
�- Ball Valve
�- 90' Brass Ell
Approved
Backflow
ResiLlent Seat Preventer Resilient Seat
❑S & Y Valve Pinta �OS & Y Valve
,— 'Strnirar
�- M,J, 45° Bend TYPICAL CLJM1'UUN.1J WA I LK ML I LK JL I
NOTE,
1. 0 S & Y Valve Handles will be Chained and Locked.
2. Meter Sets will be Painted After Installation•
3, Bypass Pipe & Fittings Shall be Threaded Brass.
APPROVED R.P. DEVICES X APPROVED DOUBLE -CHECK VALVES
Hersey -Beeco Model 6CM Hersey -Beeco Model No, 2
Arles 5000 SS Arles 2000 SS
Watts Model 909 or 009 Watts Model 709 or 007
Conbraco 40200 Conbraco 40100
M.J. 45° Bend""
3.
F��9 �
A
I Non –slip surface require-
PLAN VIEW
Remove Curb if Existin
Exist Conc Drive
Max Slope -`J 1® Max Slope
14,. y 4„
6
1/2" Exp. Joint 1/2" Exp. Joint
"
TYPICAL DRIVEWAY CROSS SECTION
3. Wooden And Other Spacers Will Not Be Permitted
in Sidewalks Or Driveways.
4. No Coatings Of Any Kind Will Be Permitted On Concrete Sidewalks Or
Driveways Without Specific Approval Of The City Engineer.
5. All Concrete Shall Be 3000 psi Min. 0 28 Days.
6. Concrete Surface to be Light Broom Finish.
7. Concrete Driveway Construction shall be 6" thick w 6x6 /10x10 W.W,F..
4' din Re
S s;d
mlh• entiol
ter• St.
r lei St• ��
o�
=0��_111S
If "x" is less than 48" then
the slope of the flared side
shall not exceed 12:1.
ISOMETRIC VIEW
CURB DROP CURB
TRANSITION CURB TRANSITION BACK OF SIDE)
FLOW LINE
ELEVATION A -A
NOTES:
1. Ramps are designed to the
Uniform Federal Accessibility Standards
to comply with the Americans with Disabilities Act.
2. Ramps Shall Have a Tactile Surface, Textured to a
Depth Not Exceeding 1/8" by use of Tamp or roller
In Conformance with Requirements of FDOT
Roadway and Traffic Design Standards, Detail 304
Or Most Recent Modifications.
r
1 -1 /2'R Min, 1 -1 /2'R
,vernent Pavement -
ID
e; a
Base
Subgrad' ' -44' i'+" Stibgrad� - • 6' d
#4 Bar 12' O,C, Meter Post
Sleeve When
\ \�\
Required
SIDEWALK
CONC.
Match Existing if
E�
o
Existing Sidewalk
Non - Wolking Surface
Gross Planting or Other
Non - Walking Surface
U
t --
6 "-
Lo
S o o
' Min Residential Street
1' City R/W
Remove Back of Curb on State or Vertical Curbs
with a vertical Saw out 220-
5' Min Arterial Street
2' County R/W
or Remove entire Curb and Replace as Part of Sidewalk Ramp. to N Fo-
OCD
01 Modified and Valley Gutter Curbs
I _Remove Bock of Curb J
Flow Line
1/4" per Foot
¢
join exist back of curb
�—
Li
�
LLJ
12" Textured
1 "� Max Slope
Surface
••:': -; ';;•:.'
Back of Curb
3000 psi Conc 4" Thick. Constr.
„
�.�
, .:. • r
6 Thick at Driveways with
L`
!•.
`—
W
U
6x6 #10 Welded Wire Mesh.
�
'.
Remove to an
See Note 7.
�1/2" Expansion Joint
even joint or sawcut
SECTION A -A
SECTION
B -B
NOTES:
1. Provide Tooled Joints At Distances Matching The Width.
8. Romps Shall Have a Tactile Surface, Textured to a
Also Place Expansion Joints At Driveways.
Depth Not Exceeding 1/8" by use of Tamp or roller
2. if Some Physical Obstruction Exists Which Prevents
In Conformance with Requirements of FDOT
The Placing Of Sidewalks As Shown, Contact The
Roadway and Traffic Design Standards, Detail 304
Engineering Division For Alternate Location.
Or Most Recent Modifications.
3. Wooden And Other Spacers Will Not Be Permitted
in Sidewalks Or Driveways.
4. No Coatings Of Any Kind Will Be Permitted On Concrete Sidewalks Or
Driveways Without Specific Approval Of The City Engineer.
5. All Concrete Shall Be 3000 psi Min. 0 28 Days.
6. Concrete Surface to be Light Broom Finish.
7. Concrete Driveway Construction shall be 6" thick w 6x6 /10x10 W.W,F..
4' din Re
S s;d
mlh• entiol
ter• St.
r lei St• ��
o�
=0��_111S
If "x" is less than 48" then
the slope of the flared side
shall not exceed 12:1.
ISOMETRIC VIEW
CURB DROP CURB
TRANSITION CURB TRANSITION BACK OF SIDE)
FLOW LINE
ELEVATION A -A
NOTES:
1. Ramps are designed to the
Uniform Federal Accessibility Standards
to comply with the Americans with Disabilities Act.
2. Ramps Shall Have a Tactile Surface, Textured to a
Depth Not Exceeding 1/8" by use of Tamp or roller
In Conformance with Requirements of FDOT
Roadway and Traffic Design Standards, Detail 304
Or Most Recent Modifications.
r
1 -1 /2'R Min, 1 -1 /2'R
,vernent Pavement -
ID
e; a
Base
Subgrad' ' -44' i'+" Stibgrad� - • 6' d
#4 Bar 12' O,C, Meter Post
Sleeve When
\ \�\
Required
if Existing
RETURNED CURB RAMPS
VALLEY GUTTER CURB
CONC. RAMP
Textured Surface
-A-ff
d., d
4 • 12:1 MAX.
SECTION B -B
�8' Varies Varies
Min,
if per foot
cross slope
Max,
DETAIL CONSTRUCTION ALTERNATE
u
c
0
U
\ \ \ Sand
4' I,D. P.V.C. Pipe
PARKING METER POST
SLEEVE DETAIL
Z
0
F_
CV
Z
Z C�O
W � o
-J V) Q I
LLJIZO
LL.
Z ¢ � N
4 W
2! CE z
Qo
U Y LLJ
� U
Z J
OZ
_J F--
Q Q
w
Z i\
W u7
CD I
Q
W W .4.
�r�
moo
W 0 rr
V) O
QJ
Q ::5
�
U Q
Q ry
= O
U LLJ
� � V
SIDEWALK
CONC.
Match Existing if
Gross Planting or Other
Existing Sidewalk
Non - Wolking Surface
Gross Planting or Other
Non - Walking Surface
4'/5'
t --
6 "-
Lo
6" 6" Vertical Curb
RAMP CURB
LLJ
>tQ
in Transition
Cn
OCD
Exist. Type I Curb
I _Remove Bock of Curb J
Flow Line
if Existing
RETURNED CURB RAMPS
VALLEY GUTTER CURB
CONC. RAMP
Textured Surface
-A-ff
d., d
4 • 12:1 MAX.
SECTION B -B
�8' Varies Varies
Min,
if per foot
cross slope
Max,
DETAIL CONSTRUCTION ALTERNATE
u
c
0
U
\ \ \ Sand
4' I,D. P.V.C. Pipe
PARKING METER POST
SLEEVE DETAIL
Z
0
F_
CV
Z
Z C�O
W � o
-J V) Q I
LLJIZO
LL.
Z ¢ � N
4 W
2! CE z
Qo
U Y LLJ
� U
Z J
OZ
_J F--
Q Q
w
Z i\
W u7
CD I
Q
W W .4.
�r�
moo
W 0 rr
V) O
QJ
Q ::5
�
U Q
Q ry
= O
U LLJ
� � V
■N
M_OR
ED
U
�II
W
t --
U
Lo
W
LLJ
>tQ
r-
Cn
OCD
o
�
¢
O
Li
�
LLJ
I-
—L.Ljr-
O
--J
LL
L`
O
`—
W
U
a
�
W
■N
M_OR
ED
J
�II
W
0
U
LiJ
Cn
WE
DETAIL OF SIDEWALK 0
PARKING ONE SIDE ONLY U
L J
NOTES, 1, Meter post sleeve slhall be 4' (•d. P,V,C,
cut to 12' lengths, LL N
2. Contractor shall select Method of construction, 0
There shall be no variation of unit price bids, I
3, Meter post location4 shall be marked by an 'x'
In the concrete, rW w�
1 4. Concrete to b !!! e 3,009 P,S,I.
+ •s "r1�
APR 2 2007 •.•a'
U rf Q
Q
V
n
S U) o